Notice To Contractors - ALDOT Project Letting Home

Transcription

ALABAMA
Department of Transportation
www.dot.state.al.us
Notice to Contractors
Transportation Letting
June 24
10:00 am
Alabama Department of Transportation
1409 Coliseum Boulevard, Room E-108
Montgomery Alabama 36110
Plans and Proposals
telephone: 334.242.6444
e-mail: offengr@dot.state.al.us
fax: 334.264.7976
cell: 334.322.1754
cell: 334.850.5328
NOTICE TO CONTRACTORS
The Alabama Immigration Law, Beason-Hammon Alabama Taxpayer
and Citizen Act, requires that a certificate of compliance form be
completed and submitted to the Department for each contract prior to
award. This form must have an original signature, and the project cannot
be awarded without the form. This is effective beginning with the
January 31, 2014 letting.
This certificate of compliance form is available on ALDOT’S website
(http://www.dot.state.al.us/Project Letting Information) and should be
furnished to the Alabama Department of Transportation by the apparent
low bidder within 10 days of the letting for non-early award contracts,
and within 5 days for early award contracts at the following address:
C/o Ms. Sylvia Dryer
1409 Coliseum Boulevard, Room E-101
Montgomery, Alabama 36110
ALABAMA DEPARTMENT OF TRANSPORTATION
1409 Coliseum Boulevard, Room E-108, Montgomery, Alabama 36130-3050
Bureau of Office Engineer
Plans and Proposals Section
Telephone: 334-242-6444
Fax: 334-264-7976
www.dot.state.al.us
Robert Bentley
Governor
John R. Cooper
Transportation Director
October , 201
Re:
201 Calendar Year
Bid Tabulations Subscription
Alabama Department of
Transportation Lettings
To Whom It May Concern:
Bid Tabulations are available, at no charge, at the Alabama Department of Transportation
website: www.dot.state.al.us. If you prefer to subscribe to the mail out service
there is a fee of $35.00 per calendar year.
Please mail check payable to “Alabama Department of Transportation” and mail it to:
C/O OFFICE ENGINEER
1409 COLISEUM BOULEVARD ROOM E-108
MONTGOMERY, AL 36110
Please return this letter with your remittance and type your address in the space provided
below as you wish it to appear on our mailing list. Please note we are limited to 4 lines
of 35 spaces each.
__________________________________
__________________________________
__________________________________
__________________________________
1409 Coliseum Boulevard, Room E-108, Montgomery, Alabama 36130-3050
Bureau of Office Engineer
Plans and Proposals Section
Telephone: 334-242-6444
Fax: 334-264-7976
www.dot.state.al.us
Robert Bentley
Governor
John R. Cooper
October , 201
Re:
201 Calendar Year
Notice to Contractors Subscription
Alabama Department of
Transportation Lettings
To Whom It May Concern:
The Notice to Contractors, are available, at no charge, at the Alabama Department of
Transportation website: www.dot.state.al.us. If you prefer to subscribe to the mail out service
there is a fee of $40.00 per calendar year.
This mailing fee applies to all people who desire the service including Contractors,
Subcontractors, Suppliers, General Public, etc.
Please make your check payable to “Alabama Department of Transportation” and mail it to:
C/O OFFICE ENGINEER
1409 COLISEUM BOULEVARD, ROOM E-108
MONTGOMERY, AL 36110
Please return this letter with your remittance, and type or print your company name with your
current address in the spaces below as you wish it to appear on our mailing list. Please note we
are limited to 4 lines of 35 spaces each.
____________________________________________
____________________________________________
____________________________________________
____________________________________________
____________________________________________
1409 COLISEUM BOULEVARD
MONTGOMERY ALABAMA 36110-2060
201 SPECIAL AND STANDARD HIGHWAY DRAWINGS
The Alabama Department of Transportation is using the 201 Edition of the Special and
Standard Highway Drawings Book for projects let during Calendar Year 201. This book is
published in two volumes. Volume I contains U.S. Customary (English) Units and Volume II
contains Metric Units of measurement.
Printed volumes may be purchased separately at the cost of $125.00 each which includes
standard ground shipment via UPS. A compact disk (CD) is available for $25.00. The CD
contains both English and Metric Drawings. If you prefer that the books be sent overnight by
another carrier you should provide your account number below.
The books are also available on our website at www.dot.state.al.us. Look for the Project Letting
link.
Please complete the request form below and mail it, along with a check or money order made
payable to “Alabama Department of Transportation” to:
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
$_______________
________________________
Item Description
20. Signature of Authorized Representative:
17. Comments:
Pay Item No.
10. Type
Firm
(C/S/M/BF)
11.Unit Price
12.Units
18. Total:
14. Amount Performed
this Period
From:
Printed Name & Title
13. Units
Worked
8. Estimate Period:
6. Date:
9. Description of Work: (Pay Item No. & Description)
5. DBE:
4. Prime Contractor:
7. ALDOT Estimate:
2. County:
ALDOT FORM DBE-10
1. Project Number:
Rev. 5-2015
15.Units Performed to
Date
To:
Date Signed
19. Total:
16. Amount Performed to Date
3. Region:
ALDOT Form DBE 10 Instructions
Revised 5-2015
Block Number
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
Submittals:
Notes:
Instructions
ALDOT Project Number
County
Region
Prime Contractor For the Project
DBE for this Report
Date of Report
ALDOT Estimate Number
Work Period for this Estimate (Beginning Date - Ending Date)
Description of Work - Must include Pay Item No. and Description (Also denote if
Partial such as Hauling, Stocking, Furnish & Tie, S.I.P. Forms, etc.)
Type of DBE, i.e. Contractor (C), Supplier (S), Manufacturer (M), or Brokerage/Fee
(BF) work
Unit Price of Work
Units
Units of Work Accomplished this Period
Amount Performed for this Period (Block 11 times Block 13)
Units Performed to Date
Amount Performed to Date (Block 11 times Block 15)
Comments Pertinent to this DBE-10
Total of Amounts in Block 14
Total of Amounts in Block 16
Signature of Prime Contractor's Authorized Representative, Printed Name & Title
and Date Signed
1)
2)
3)
Invoices are required for all supplier and manufacturer credit.
Tickets are required for all “Stocking the Plant” hauling. In lieu of completing the form, the prime contractor may note “See attached” on the
form and attach a similar form (i.e. subcontractor estimate) provided it has the same
data. If the contractor chooses to do this, he will have to adjust the credit on the
actual DBE-10 if the DBE is a supplier.
1)
If data is entered electronically via Excel file, Blocks 14, 16, 18 and 19 will calculate
amounts and totals based on unit entries.
The form format is for the contractor's convenience. Every effort is made to ensure
accuracy, but the prime contractor is responsible for checking all calculations prior to
submittal.
The worksheets in this workbook are protected (but not password protected) to allow
you to tab through only the fields that require data entry. If you need to make
changes to the worksheet you can unprotect the worksheets by going to the menu
(Tools Protection UnProtect Sheet ). Just remember if you unprotect a worksheet,
you will need to check the accuracy of the calculations to make certain the formulas
were not altered or that the formulas work correctly.
2)
3)
June 24, 2016
BY:
COMPANY NAME:
SHIPPING ADDRESS:
CITY, STATE, ZIP:
MAIL ADDRESS:
PHONE:
CITY, STATE, ZIP:
DELIVERY OPTIONS:
STANDARD MAIL/SHIP (VIA UPS)
(CHECK ONE)
OVERNIGHT (PLEASE PROVIDE YOUR FED-EX ACCT #_________________________)
WILL PICK UP
NOTE: You must be pre-qualified to purchase a bidding proposal and are limited to one bidding proposal
per project. Bidding files are available at our website http://alletting.dot.state.al.us.
Non-bid (sample) proposals are available upon request. Sample bidding proposals will not be accepted as
official bidding proposal submission.
BIDDING
PROPOSAL
(ONE EACH)
NON-BID
PROPOSAL
QTY.
PLANS PLANS
PRICE QTY.
$5.00
$5.00
$54.00
001 . ACAA58356-ATRP(007), MONTGOMERY
$5.00
$5.00
$23.00
004 . ACBR59397-ATRP(007), JACKSON
$5.00
$5.00
$24.00
007 . ACBRZ60393-ATRP(005), ETC., CLEBURNE
$5.00
$5.00
$4.00
$5.00
$5.00
$45.00
009 . ACBRZ61186-ATRP(010), MOBILE
$5.00
$5.00
$93.00
012 . ACNH-0005(512), ETC., JEFFERSON
$5.00
$5.00
$3.00
014 . ACNU59687-ATRP(002), WINSTON
$5.00
$5.00
$7.00
015 . ACNU61004-ATRP(013), ETC., BUTLER
$5.00
$5.00
$6.00
016 . ACNU61393-ATRP(008), ST. CLAIR
$5.00
$5.00
$4.00
017 . ACNU62454-ATRP(009), FRANKLIN
$5.00
$5.00
$4.00
020 . ACOA61870-ATRP(017), TUSCALOOSA
$5.00
$5.00
$45.00
023 . BR-0053(529), SHELBY
$5.00
$5.00
$41.00
024 . BR-3713(250), JEFFERSON
$5.00
$5.00
$2.00
025 . FLAP-FLAP(002), LAWRENCE
$5.00
$5.00
$7.00
027 . HSIP-I059(386), GREENE
$5.00
$5.00
$14.00
$5.00
$5.00
$6.00
033 . NH-0005(546), PERRY
$5.00
$5.00
$15.00
034 . NH-0008(583), PERRY
$5.00
$5.00
$10.00
037 . STPAA-0005(552), JEFFERSON
$5.00
$5.00
$12.00
038 . STPAA-0007(541), SUMTER
$5.00
$5.00
$5.00
040 . STPAA-0076(505), TALLADEGA
$5.00
$5.00
$8.00
041 . STPAA-0091(505), CULLMAN
$5.00
$5.00
$15.00
042 . STPAA-2215(250), CULLMAN
$5.00
$5.00
$6.00
$5.00
$5.00
$28.00
$5.00
$5.00
$3.00
055 . STPNU-1915(256), COOSA
$5.00
$5.00
$3.00
056 . STPNU-3516(250), HOUSTON
008 . ACBRZ61134-ATRP(015), LEE
030 . IM-I085(350), MONTGOMERY
045 . STPAA-HSIP-0007(542), GREENE
049 . STPAA-NR13(935), MARSHALL
June 24, 2016
$5.00
$5.00
$3.00
057 . STPNU-5015(250), MONROE
$5.00
$5.00
$7.00
060 . STPAA-HSIP-0216(504), TUSCALOOSA
$5.00
$5.00
$7.00
061 . STPOA-0814(251), CALHOUN
$5.00
$5.00
$5.00
062 . STPOA-0815(257), CALHOUN
$5.00
$5.00
$14.00
068 . ST-049-042-010, MOBILE
$5.00
$5.00
$15.00
070 . 99-408-503-021-317, MONROE
$5.00
$5.00
$2.00
071 . 99-503-690-000-102, JEFFERSON
PLEASE INDICATE QUANTITY OF OTHER ITEMS DESIRED:
EACH
QTY.
$125.00
_____ 2016 STANDARD HIGHWAY DRAWINGS
$125.00
_____ 2016 METRIC STANDARD HIGHWAY DRAWINGS
$25.00
_____ 2016 STANDARD HIGHWAY DRAWING US AND METRIC (CD)
$20.00
_____ 2012 STANDARD SPECIFICATIONS BOOK
$5.00
$2.00
_____ CURRENT QUALIFIED CONTRACTORS LIST
_____ CURRENT BRIDGE POSTING MAP & CHART
** SEND ONE CHECK ONLY.**
MAKE CHECKS PAYABLE TO:
ORDER TOTAL: $
FAX OR E-MAIL ORDERS REQUIRE A COPY OF THE CHECK
1409 COLISEUM BOULEVARD
OFFICE ENGINEER - ROOM E-108
MONTGOMERY, ALABAMA 36110
PHONE: (334) 242-6441, 6442, 6526 FAX: (334) 264-7976
e-mail: offengr@dot.state.al.us
PAID BY:
DATE:
Notice to Contractors
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 June 24, 2016 and at that time publicly opened for constructing the following
projects as described herein.
The total amount of uncompleted work under contract to a contractor must not exceed the amount of his or her
qualification certificate.
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.
For Federal Aid Projects:
x
Minimum Wage Rates have been pre-determined by the Secretary of Labor and are set forth in the
advertised specifications. Federal Aid Projects are also subject to the contract work hours and Safety
Standards Act and its implementing regulations.
x
The proposed work shall be performed in conformity with the rules and regulations for carrying out the
Federal Highway Act.
x
The Alabama Department of Transportation, in accordance with Title VI of the Civil Rights Act of 1964, 78
Stat. 252, 42 U.S.C. 2000D TO 2000D-4 and Title 49 code of Federal Regulations, Department of
Transportation, Subtitle A, Office of The Secretary, Part 21, nondiscrimination in federally-assisted
programs of the Department of Transportation issued pursuant to such act, hereby notifies all bidders
that it will affirmatively insure that in any contract entered into pursuant to this advertisement, minority
business enterprises will be afforded full opportunity to submit bids in response to this invitation and will
not be discriminated against on the grounds of race, color, religion, sex, or national origin in
consideration for an award.
For State and State Maintenance Projects:
x
Sections 34-8-8. Code of Alabama 1975 as amended states in part as follows: "... it will be necessary for
him or her to show evidence of license before his or her bid is considered," Further, Section 34-8-8, Code
of Alabama 1975 as amended also states in part as follows: "All Owners, Architects, and Engineers
receiving bids pursuant to this chapter shall require the person, firm, or corporation to include his or her
current license number on the bid."
Cashier's check or bid bond for 5% of bid (maximum - $50,000.00) made payable to the Alabama Department of
Transportation must accompany each bid as evidence of good faith.
The bracket range is shown only to provide general financial information to contractors and bonding companies
concerning the project's complexity and size. This bracket should not be used in preparing a bid, nor will this bracket
have any bearing on the decision to award this contract.
The Quantities shown are approximate and are for information only.
In accordance with the rules and regulations of The Alabama Department of Transportation, proposals will be issued only
to prequalified contractors or their authorized representatives, upon requests that are received before 10 AM., on the day
previous to the day of opening of bids.
The bidder's proposal must be submitted on the complete original proposal furnished him or her by the Alabama
Department of Transportation.
The right to reject any or all bids is reserved.
JOHN R. COOPER
001
Contract ID: 20160624001
Letting Date: June 24, 2016
Contract Time: 180 Working Days
Projects: ACAA58356-ATRP(007)
County: MONTGOMERY
DBE Goal Percent:
10.00
Description: for constructing the Resurfacing, Curb and Gutter, Sidewalk, Signals, and Traffic Stripe on
CR-232 (Carter Hill Road) from the junction of Decatur Street to the junction of College Street
in Montgomery. Length 0.923 mi.
The Bracket Estimate on this project is from $1,348,321 to $1,647,948 .
A Bidding Proposal may be purchased for $5.00. Plans may be purchased for $54.00 per set.
The Principal Items of work are approximately as follows:
Description
Item No.
Quantity
Units
206C000
Removing Concrete Sidewalk
1,270 SQYD
206C010
Removing Concrete Driveway
1,028 SQYD
206D000
Removing Pipe
78 LF
206D002
Removing Curb
4,205 LF
206D003
Removing Curb And Gutter
49 LF
206E001
Removing Inlets
12 Each
206E042
Removing Inlets (Partial)
4 Each
210A000
Unclassified Excavation
268 CUYD
210D021
Borrow Excavation (Loose Truckbed Measurement)(A4 or Better)
100 CUYD
214A000
Structure Excavation
285 CUYD
214B001
Foundation Backfill, Commercial
113 CUYD
305B077
Crushed Aggregate, Section 825, For Miscellaneous Use
271 Ton
405A000
Tack Coat
407B000
Joint Sealant For Hot Mix Asphalt Pavement
408A052
Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)
424A360
Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate
Size Mix, ESAL Range C/D
424B655
Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" Maximum
Aggregate Size Mix, ESAL Range C/D
100 Ton
424B658
Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" Maximum
100 Ton
530A000
15" Roadway Pipe (Class 3 R.C.)
4 LF
530A001
6 LF
530A100
15" Roadway Pipe (Class 3 R.C.) (Extension)
8 LF
530A101
44 LF
533A857
18" Storm Sewer Pipe
534C000
Cleaning Existing Manhole
11 Each
534D000
Cleaning Existing Drop Inlet
10 Each
534E000
Cleaning Existing Culvert (Less Than Or Equal To 48" Horizontal Opening)
600A000
Mobilization
602A000
Right Of Way Markers
610D003
Filter Blanket, Geotextile
618A000
Concrete Sidewalk, 4" Thick
618B003
Concrete Driveway, 6" Thick (Includes Wire Mesh)
620A000
Minor Structure Concrete
3 CUYD
621A057
Junction Boxes, Type Partial
1 Each
1,122 Gal
4 Mile
22,225 SQYD
1,851 Ton
348 LF
3,643 LF
(1) LS
2 Each
920 SQYD
1,421 SQYD
600 SQYD
ACAA58356-ATRP(007)
Item No.
Description
Quantity
Page: 2
Units
621C001
Inlets, Type B
1 Each
621C030
Inlets, Type "Special"
2 Each
621C031
Inlets, Type S3 (1 Wing)
7 Each
621C033
1 Each
621C046
Inlets, Type S Special (1 Wing)
2 Each
621C056
Inlets, Type S3 (1 Wing) (Partial)
2 Each
621C071
Inlets, Type S3 (1 Wing) (Modified)
3 Each
621C163
Inlets, Type S3 (Modified)
2 Each
621D020
Inlet Units, Type S3
2 Each
621E004
Manholes, Type L Or M (Storm)
1 Each
623A000
Concrete Gutter
623C003
Combination Curb & Gutter, Type C (Modified)
641A512
3/4 Inch Copper Water Service Line Laid
641A614
8 Inch Ductile Iron Water Main Laid
641A684
8 Inch Ductile Iron Water Main Laid (Restrained Joint)
641C500
Ductile Iron Fittings
966 LF
4,812 LF
25 LF
260 LF
90 LF
1,200 LB
641E500
Fire Hydrant Reset
641L500
Concrete for Water Mains (Thrust Blocks)
10 CUYD
2 Each
641O520
8 Inch x 8 Inch Tapping Valve And Sleeve
2 Each
641R510
3/4 Inch Water Meter And Box Reset
20 Each
641S500
Valve Box Reset
51 Each
645A546
6 Inch P.V.C. Sanitary Sewer Gravity Pipe Laid
645K500
Manhole Frame And Cover Reset
30 Each
649A640
14 Inch Steel Encasement Pipe, Type 2 Installation
20 LF
649A645
10 LF
650A000
Topsoil
654A001
Solid Sodding (Bermuda)
665E000
Polyethylene
665G000
Sand Bags
665J002
Silt Fence
2,100 LF
665O001
Silt Fence Removal
2,100 LF
665Q002
Wattle
1,240 LF
674A000
Construction Safety Fence
3,380 LF
680A001
Geometric Controls
(1) LS
698A000
Construction Fuel (Maximum Bid Limited to $ 70,610.00)
(1) LS
701A227
Solid White, Class 2, Type A Traffic Stripe (5" Wide)
1 Mile
701A230
Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)
2 Mile
701A239
Broken White, Class 2, Type A Traffic Stripe (5" Wide)
1 Mile
701A244
Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)
2 Mile
701B207
Dotted, Class 2, Type A Traffic Stripe (5" Wide)
701C000
Broken Temporary Traffic Stripe
3 Mile
701C001
Solid Temporary Traffic Stripe
7 Mile
701D007
Solid Traffic Stripe Removed (Paint)
4 Mile
701D008
Solid Traffic Stripe Removed (Plastic)
1 Mile
701D014
Broken Traffic Stripe Removed (Paint)
1 Mile
701D015
Broken Traffic Stripe Removed (Plastic)
2 Mile
100 LF
249 CUYD
8,189 SQYD
40 SQYD
250 Each
215 LF
ACAA58356-ATRP(007)
Item No.
Description
Quantity
Page: 3
Units
701F000
Dotted Temporary Traffic Stripe
453 LF
701H010
Dotted Traffic Stripe Removed (Paint)
453 LF
703A002
Traffic Control Markings, Class 2, Type A
2,263 SQFT
703B002
Traffic Control Legends, Class 2, Type A
68 SQFT
703C000
Removal Of Existing Traffic Control Markings Or Legends (Paint)
703C001
Removal Of Existing Traffic Control Markings Or Legends (Plastic)
2,536 SQFT
703D001
Temporary Traffic Control Markings
2,536 SQFT
705A011
Pavement Markers, Class C, Type 1-A
212 Each
705A023
Pavement Markers, Class C, Type 2-D
295 Each
705A030
Pavement Markers, Class A-H, Type 2-C
37 Each
705A031
Pavement Markers, Class A-H, Type 1-A
2 Each
705A032
Pavement Markers, Class A-H, Type 1-B
32 Each
705A037
Pavement Markers, Class A-H, Type 2-D
201 Each
705A038
Pavement Markers, Class A-H, Type 2-E
16 Each
710A115
Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge
(Type III Or Type IV Background)
5 SQFT
710A126
(Type IX Background)
8 SQFT
710B021
Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ", 14 Ga Square Tubular
Steel)
39 LF
730A012
Removal Of Existing Traffic Control Unit (Partial) ( Carter Hill Rd at S Decatur St)
(1) LS
730A013
Removal Of Existing Traffic Control Unit (Partial) ( Carter Hill Rd at Hall St)
(1) LS
730A014
Removal Of Existing Traffic Control Unit (Partial) ( Carter Hill Rd at College St)
(1) LS
730C000
Furnishing And Installing Traffic Control Unit ( Carter Hill Rd at S Decatur St)
(1) LS
730C001
Furnishing And Installing Traffic Control Unit ( Carter Hill at Hall St)
(1) LS
730C002
Furnishing And Installing Traffic Control Unit ( Carter Hill Rd at College St)
(1) LS
730E000
Metal Traffic Signal Pole Foundation
6 Each
730F000
Metal Traffic Signal Pole With 20 FT Mast Arm Assembly
2 Each
730F001
1 Each
730F002
1 Each
730F003
Metal Traffic Signal Pole With 25 FT Mast Arm and 45 FT Mast Arm Assembly
1 Each
131 SQFT
730F004
Metal Traffic Signal Pole With 35 FT Mast Arm and 50 FT Mast Arm Assembly
730K000
Traffic Signal Junction Box
12 Each
1 Each
730L002
1", Metallic, Conduit
25 LF
730L003
1", Non-Metallic, Conduit
70 LF
730L005
980 LF
730L006
3", Metallic, Conduit
730N010
Luminaire Extension Assembly, 8 Feet
1 Each
730N011
1 Each
730P022
Vehicular Signal Head, 12 Inch, 3 Section, Type LED Carter Hill
730P024
Vehicular Signal Head, 12 Inch, 5 Section, Type LED
3 Each
730Q011
Pedestrian Signal Head, Type LED
8 Each
730R022
Controller Assembly, Type III, 8 Phase
2 Each
730R030
Controller Assembly, Type III, Master
1 Each
730U015
Video Detection System
(1) LS
730U450
Magnetometer Detection System ( Carter Hill Rd at S Decatur St)
(1) LS
730U451
Magnetometer Detection System ( Carter Hill Rd at Hall St)
(1) LS
25 LF
21 Each
ACAA58356-ATRP(007)
Item No.
Description
Quantity
Page: 4
Units
730U452
Magnetometer Detection System ( Carter Hill Rd at College St)
(1) LS
730Y600
Furnishing And Installing Pedestal Pole And Foundation With LED Pedestrian Signal
Head
(1) LS
730Y601
Head
(1) LS
730Y602
Head
(1) LS
730Y603
Head
(1) LS
740B000
Construction Signs
679 SQFT
740D000
Channelizing Drums
233 Each
740E000
Cones (36 Inches High)
200 Each
740F002
Barricades, Type III
2 Each
740I002
Warning Lights, Type B
2 Each
740M001
Ballast For Cone
741C010
Portable Sequential Arrow And Chevron Sign Unit
2 Each
742A001
Portable Changeable Message Sign, Type 2
2 Each
756A028
6" Electrical Conduit, 1 Line, Type 5 Installation
( ) Item will be bid as lump sum.
200 Each
365 LF
004
Projects: ACBR59397-ATRP(007)
County: JACKSON
DBE Goal Percent:
6.00
Description: for constructing the Resurfacing and Traffic Stripe on CR-288 (Ridgedale Road) from the
junction of CR-21 to the junction of SR-279 to include Bridge Culvert Replacement over Dry
Creek in Scottsboro. Length 1.995 mi.
The Bracket Estimate on this project is from $974,600 to $1,191,178 .
Quantity
Item No.
Description
206B000
Removal Of Old Box Culvert, Station 112+68.13
Units
206D000
Removing Pipe
749 LF
206D030
Removing Utility Lines
294 LF
206E001
Removing Inlets
7 Each
209A000
Mailbox Reset, Single
3 Each
210A000
210D001
Borrow Excavation (Loose Truckbed Measurement)
214A000
448 CUYD
214B000
Foundation Backfill, Local
168 CUYD
(1) LS
747 CUYD
2,744 CUYD
230A000
Roadbed Processing
301A012
Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness
6 RBST
301B008
Crushed Aggregate Base Course, Type B, Plant Mixed
401A000
Bituminous Treatment A
1,391 SQYD
405A000
Tack Coat
1,315 Gal
407B000
408A052
424A340
Size Mix, ESAL Range A/B
424B635
Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate Size
Mix, ESAL Range A/B
118 Ton
424B639
Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" Maximum
Aggregate Size Mix, ESAL Range A/B
150 Ton
424B642
560 Ton
424B646
Superpave Bituminous Concrete Upper Binder Layer, Widening, 3/4" Maximum
424C350
Superpave Bituminous Concrete Base Layer, Widening, 1" Maximum Aggregate Size
Mix, ESAL Range A/B
430B034
Aggregate Surfacing (ALDOT #57 Crushed Stone)
430B043
Aggregate Surfacing (1" Down, Crusher Run)
430B046
Aggregate Surfacing (Aldot #2)
502A000
Steel Reinforcement
524A010
Culvert Concrete
530A001
530A102
11 LF
530A103
23 LF
535A080
18" Side Drain Pipe (Class 3 R.C.)
40 LF
535B090
18" Span, 11" Rise Side Drain Pipe (Class 3 R.C.)
16 LF
1,391 SQYD
34 CUYD
3 Mile
24,768 SQYD
2,696 Ton
8 Ton
14 Ton
20 Ton
233 Ton
10 Ton
14,427 LB
83 CUYD
316 LF
ACBR59397-ATRP(007)
Item No.
Description
Quantity
Page: 2
Units
600A000
Mobilization
(1) LS
610C001
Loose Riprap, Class 2
172 Ton
610D003
576 SQYD
614A000
Slope Paving
619A002
18" Roadway Pipe End Treatment, Class 1
1 Each
619A053
2 Each
619A054
4 Each
619A101
18" Side Drain Pipe End Treatment, Class 1
4 Each
619B115
18" Span, 11" Rise Side Drain Pipe End Treatment, Class 1
2 Each
621C030
Inlets, Type "Special"
3 Each
630A004
Steel Beam Guardrail, Class B, Type 2
630C022
Guardrail End Anchor, Type Special
4 Each
630C050
Guardrail End Anchor, Type 20 Series
4 Each
641A512
641A612
5 LF
641A614
58 LF
641A684
8 Inch Ductile Iron Water Main Laid (Restrained Joint)
99 CUYD
50 LF
18 LF
307 LF
641A742
3 Inch P.V.C. Water Main Laid
641C500
5 LF
641D500
Fire Hydrant
2 Each
641G500
Flush Hydrant
1 Each
641J512
3 Inch Gate Valve With Box
1 Each
641J516
1 Each
641J518
3 Each
641L500
641M508
3 Inch Retainer Gland
4 Each
641M512
2 Each
641M514
51 Each
641N520
8 Inch x 6 Inch Anchor Tee
1 Each
641O520
8 Inch x 8 Inch Tapping Valve And Sleeve
1 Each
641R510
1 Each
649A545
650A000
Topsoil
459 CUYD
652A100
Seeding
2 Acre
654A000
Solid Sodding
656A010
Mulching
659C002
Erosion Control Product, Type S2
7,000 SQYD
659C004
Erosion Control Product, Type C2
800 SQYD
665A000
Temporary Seeding
2 Acre
665B001
Temporary Mulching
6 Ton
665G000
Sand Bags
665J002
Silt Fence
665N000
Temporary Coarse Aggregate,ALDOT Number 1
665O001
Silt Fence Removal
665P005
Inlet Protection, Stage 3 Or 4
1,288 LB
17 CUYD
20 LF
451 SQYD
2 Acre
340 Each
3,300 LF
50 Ton
3,300 LF
9 Each
ACBR59397-ATRP(007)
Item No.
Description
Quantity
Page: 3
Units
665Q002
Wattle
364 LF
666A001
Pest Control Treatment
680A001
Geometric Controls
(1) LS
698A000
(1) LS
701A227
4 Mile
701A230
4 Mile
2 Acre
701C001
703A002
400 SQFT
703B002
137 SQFT
703D001
800 SQFT
703E001
Temporary Traffic Control Legends
274 SQFT
705A037
263 Each
710A115
49 SQFT
710A126
15 SQFT
710B021
Steel)
117 LF
740B000
Construction Signs
610 SQFT
740D000
Channelizing Drums
740E000
740F002
4 Each
740I002
2 Each
740M001
Ballast For Cone
741C010
16 Mile
40 Each
150 Each
150 Each
1 Each
007
Projects: ACBRZ60393-ATRP(005), ACBRZ60397-ATRP(011),
ACBRZ61698-ATRP(014), ACBRZ61700-ATRP(006)
County: CLEBURNE
DBE Goal Percent:
3.00
Description: for constructing the Bridge Replacement (Bridge Culvert) and Approaches (Grade, Drain,
Base, and Pave) on CR-96 over Silas Creek (Site 1); on CR-118 over Dynne Creek (Site 2);
on CR-2 over Carr Creek (Site 3); and on CR-5 over Lockchelooge Creek (Site 4). Length
0.707 mi.
Description
Item No.
Quantity
Units
201A002
Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 Per Acre) (Approximately
2 Acres)
(1) LS
206A000
Removal Of Old Bridge, Station 15+00.00
(1) LS
206A001
(1) LS
206A002
(1) LS
206A003
210A000
1,471 CUYD
210D001
7,060 CUYD
214A000
3,140 CUYD
214B001
230A000
Roadbed Processing
401A000
405A000
Tack Coat
407B000
424A340
287 Ton
424A341
502 Ton
424B636
Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate Size
Mix, ESAL Range A/B
526 Ton
424C340
Superpave Bituminous Concrete Base Layer, 1" Maximum Aggregate Size Mix, ESAL
Range A/B
971 Ton
424C351
Superpave Bituminous Concrete Base Layer, Widening, 1 1/2" Maximum Aggregate
430B043
502A000
Steel Reinforcement
524A010
Culvert Concrete
600A000
Mobilization
610C001
995 Ton
610D003
614 SQYD
665A000
Temporary Seeding
665B001
Temporary Mulching
(1) LS
960 CUYD
43 RBST
6,352 SQYD
351 Gal
2 Mile
21 Ton
233 Ton
132,860 LB
759 CUYD
(1) LS
6 Acre
18 Ton
665F000
Hay Bales
665J002
Silt Fence
5,333 LF
350 Each
665O001
Silt Fence Removal
5,333 LF
680A001
Geometric Controls
(1) LS
ACBRZ60393-ATRP(005)
Item No.
Description
Quantity
Page: 2
Units
698A000
701G258
Broken Yellow, Class 2, Type A Traffic Stripe
2,150 LF
701G263
Solid Yellow, Class 2, Type A Traffic Stripe
3,530 LF
740B000
Construction Signs
920 SQFT
740F002
32 Each
740I002
16 Each
(1) LS
008
Projects: ACBRZ61134-ATRP(015)
County: LEE
Description: for constructing the Bridge Replacement (Precast) on CR-027 over Chewacla Creek west of
Beauregard. Length 0.029 mi.
The Bracket Estimate on this project is from $359,355 to $439,211 .
A Bidding Proposal may be purchased for $5.00. Plans may be purchased for
$4.00 per set.
Description
Item No.
Quantity
Units
206A000
502A001
Steel Reinforcement (Grade 60)
505G003
Pile Points (Type A, 12")
505H000
Pilot Holes
218 LF
505M002
Steel Piling Furnished And Driven (HP 12x53)
322 LF
505M011
Steel Piling Furnished And Driven (HP 14X102)
330 LF
507A000
Wire Rope Abutment Anchor Assembly
2 Each
510A000
Bridge Substructure Concrete, Class A
18 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
512C019
Precast Concrete Type 1 Span Section, 3'-6" Wide x 2'-0" Deep x 40'-0" Long
6 Each
512C025
Precast Concrete Type 2C Span Section, 3'-6" By 2'-0" Deep By 39'-11 3/4" Long
4 Each
512C027
Precast Concrete Type 2C Span Section, 3-6" Wide x 2'-0" Deep x 40'-0" Long
2 Each
512D025
Precast Concrete Barrier Rail Intermediate Section, 39'-11" Long
2 Each
512D030
Precast Concrete Barrier Rail End Section, 39'-11 3/8" Long
4 Each
512E021
Precast Concrete Abutment Panels, Type A6
8 Each
512F008
Precast Concrete Wing Panels, Type W6
4 Each
512G000
Precast Concrete Abutment Wing Cap Panels
4 Each
600A000
Mobilization
610C001
270 Ton
610D003
250 SQYD
652A100
Seeding
1 Acre
656A010
Mulching
1 Acre
665J002
Silt Fence
806 LF
665L000
Floating Basin Boom
250 LF
665Q002
Wattle
500 LF
680A001
Geometric Controls
(1) LS
698A000
(1) LS
(1) LS
123 LB
24 Each
12 Each
(1) LS
009
Projects: ACBRZ61186-ATRP(010)
County: MOBILE
DBE Goal Percent:
5.00
Description: for constructing the Bridge Replacement and Approaches on CR-63 (Wilmer-Georgetown
Road) over Big Creek north of Wilmer. Length 0.672 mi.
Description
Item No.
Quantity
Units
Clearing And Grubbing (Maximum Allowable Bid $ 4,000 Per Acre) (Approximately 9
Acres)
(1) LS
206A000
(1) LS
206C010
76 SQYD
206C026
Removing Temporary Asphalt Pavement
206D000
Removing Pipe
159 LF
206D001
Removing Guardrail
120 LF
206D011
Removing Fence
206E008
Removing Guardrail End Anchor (All Type)
210A000
14,198 CUYD
210D012
Borrow Excavation (A-2-4(0) Or A-4(0))
20,782 CUYD
210E000
Borrow Excavation (Underwater Backfill)
1,356 CUYD
230A000
Roadbed Processing
243A035
Geosynthetic Reinforcement For Soft Soil Stabilization, Type 3
401A000
405A000
Tack Coat
407B000
408A052
802 SQYD
424A360
777 Ton
424B650
Mix, ESAL Range C/D
424B654
100 Ton
424B658
323 Ton
424B681
Superpave Bituminous Concrete Lower Binder Layer, 1" Maximum Aggregate Size
Mix, ESAL Range C/D
430B040
Aggregate Surfacing (Crushed Aggregate Base, Type B)
450B000
Reinforced Cement Concrete Bridge End Slab
502A001
502B000
Steel Reinforcement For Bridge Superstructure, Sta. 26+73.00, Approximately
118,363 Pounds
505A016
Concrete Test Piles (16 Inches Square)
1 Each
505A017
Concrete Test Piles (18 Inches Square)
1 Each
505B046
Static Loading Tests (16 Inches Square)
1 Each
505B047
Static Loading Tests (18 Inches Square)
1 Each
505B076
Dynamic Loading Tests (16 Inches Square)
1 Each
505B077
Dynamic Loading Tests (18 Inches Square)
1 Each
201A002
1,101 SQYD
1,457 LF
8 Each
34 RBST
540 SQYD
10,712 SQYD
1,060 Gal
1 Mile
1,061 Ton
1,326 Ton
500 Ton
107 SQYD
31,148 LB
(1) LS
Item No.
Description
Quantity
Page: 2
Units
505N001
Concrete Piling Furnished (16 Inches Square)
808 LF
505N002
Concrete Piling Furnished (18 Inches Square)
2,281 LF
505O001
Concrete Piling Driven (16 Inches Square)
808 LF
505O002
Concrete Piling Driven (18 Inches Square)
2,281 LF
508A000
Structural Steel
510A007
Bridge Substructure Concrete
13,665 LB
203 CUYD
510C051
Bridge Concrete Superstructure, Sty 26+73.00, Approximately 428 Cu. Yd.
510E000
Grooving Concrete Bridge Decks
(1) LS
511A050
Elastomeric Bearing Type 2 (Mark B1)
513B003
Pretensioned-Prestressed Concrete Girders, Type I (Specialty Item)
535B091
160 LF
535B093
126 LF
600A000
Mobilization
(1) LS
602A000
29 Each
610C001
1,810 Ton
610D003
2,259 SQYD
1,440 SQYD
90 Each
1,760 LF
618B003
619B117
131 SQYD
4 Each
619B118
2 Each
619B339
29" Span, 18" Rise Side Drain Pipe End Treatment, Class 1 (Double Line)
2 Each
619B340
36" Span, 23" Rise Side Drain Pipe End Treatment, Class 1 (Double Line)
2 Each
630A001
Steel Beam Guardrail, Class A, Type 2
630C003
Guardrail End Anchor, Type 13
4 Each
630C050
4 Each
634D006
Gate, 18 Feet Wide, Complete With Fittings (Without Barbed Wire)
1 Each
635A001
Woven Wire Fence (Metal Posts)
455 LF
195 LF
650A000
Topsoil
652C000
Mowing
2,863 CUYD
654A001
659C001
1,212 SQYD
659C002
2,463 SQYD
659C004
1,976 SQYD
659C005
63 SQYD
660E012
Seedlings, Magnolia Virginiana (Sweetbay)
80 Each
660E023
Seedlings, Pinus Palustris (Longleaf Pine)
48 Each
660E034
Seedlings, Quercus Nigra (Water Oak)
56 Each
665A000
Temporary Seeding
16 Acre
665B001
Temporary Mulching
32 Ton
665E000
Polyethylene
665F000
Hay Bales
100 Each
665G000
Sand Bags
100 Each
665I000
Temporary Riprap, Class 2
665J002
Silt Fence
665L000
Floating Basin Boom
665N000
50 Ton
665N001
30 Ton
16 Acre
34,806 SQYD
1,512 SQYD
90 Ton
4,175 LF
380 LF
Item No.
Description
Quantity
Page: 3
Units
665O001
Silt Fence Removal
4,175 LF
665Q002
Wattle
666A001
680A001
Geometric Controls
(1) LS
698A000
(1) LS
701A227
2 Mile
701A230
2 Mile
840 LF
8 Acre
701C001
6 Mile
701D007
6 Mile
701D008
2 Mile
701D009
Solid Traffic Stripe Removed (Tape)
1 Mile
701E006
Solid Temporary Traffic Stripe (Removable Tape)
701G146
Solid White, Class W, Type A Traffic Stripe (5"Wide)
720 LF
701G154
Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)
720 LF
705A023
178 Each
705A037
726A000
Portable Concrete Safety Barriers, Type 6
1,440 LF
89 Each
840 LF
726A001
Portable Concrete Safety Barriers, Type 6-A
726D021
Portable Impact Attenuator Assembly (Bi-directional,TL-2)
740B000
Construction Signs
740D000
Channelizing Drums
740E000
740F002
8 Each
740I002
4 Each
740M001
Ballast For Cone
742A001
301A012
424C360
A1
A2
Range C/D
20 LF
2 Each
548 SQFT
78 Each
100 Each
100 Each
2 Each
11,892 SQYD
1,479 Ton
012
Projects: ACNH-0005(512), ACBR-0005(513)
County: JEFFERSON
DBE Goal Percent:
5.00
Description: for constructing the Additional Lanes and Bridge Replacement (Grade, Drain, Base, Pave,
Signals, ITS Relocation, Lighting, and UST Removal) on SR-5 (US-78) from the I-20/59
Overpass to the junction of Finley Boulevard in Birmingham. Length 0.681 mi.
Description
Item No.
Quantity
Units
201A002
Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 Per Acre) (Approximately
5 Acres)
(1) LS
206A000
Removal Of Old Bridge, Station A19+42.35
(1) LS
206C000
2,731 SQYD
206C001
Removing Concrete Pavement
19,493 SQYD
206C002
Removing Concrete Slope Paving
275 SQYD
206C010
447 SQYD
206C013
Removing Bridge End Slab
416 SQYD
206C023
Removing Riprap
538 SQYD
206D000
Removing Pipe
206D001
Removing Guardrail
261 LF
206D002
Removing Curb
372 LF
206D003
4,576 LF
206D011
Removing Fence
3,422 LF
206D022
Removing Retaining Wall
206D030
Removing Utility Lines
206E000
Removing Headwalls
206E001
Removing Inlets
206E033
Removing Permanent Barricade
210A000
210D000
Borrow Excavation
210D011
Borrow Excavation (A4 Or Better)
214A000
214B000
Foundation Backfill, Local
214B001
215B000
Cofferdams Or Sheeting And Shoring, Sta. A19+40.00
(1) LS
230A000
Roadbed Processing
64 RBST
250B002
Disposal Of Hydrocarbon Contaminated Soil (Specialty Item)
250C000
Underground Storage Tank Removal (Specialty Item)
250N000
Removal/Disposal Of Tank Contents (Sludge) (Specialty Item)
260A000
Cement Mortar Flowable Backfill, Mix 1
305B071
Coarse Aggregate, Section 801, For Miscellaneous Use
305B078
Crushed Aggregate, Section 825, Type B, For Miscellaneous Use
401A000
405A000
Tack Coat
2,687 LF
88 LF
287 LF
7 Each
30 Each
1 Each
8,053 CUYD
104,506 CUYD
15,486 CUYD
8,538 CUYD
593 CUYD
2,408 CUYD
2,530 CUYD
12 Each
2,000 Gal
21 CUYD
260 Ton
5,000 Ton
26,652 SQYD
510 Gal
ACNH-0005(512)
Item No.
Description
Quantity
Page: 2
Units
408A053
1,500 SQYD
410C000
Contractor Retained Profilograph
1 Each
410H000
Material Remixing Device
1 Each
424A280
Size Mix, ESAL Range E
1,032 Ton
424A361
698 Ton
424B280
Mix, ESAL Range E
424B289
Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1" Maximum
Aggregate Size Mix, ESAL Range E
424B581
Mix, ESAL Range E
424B650
Mix, ESAL Range C/D
713 Ton
424B685
Superpave Bituminous Concrete Lower Binder Layer, Patching, 1" Maximum
250 Ton
424C280
Range E
7,816 Ton
424C360
Range C/D
1,605 Ton
430B012
Aggregate Surfacing (ALDOT #410 Or #467)
2,379 Ton
450A020
Plain Cement Concrete Pavement,13 Inches Thick
450B000
799 SQYD
453C000
Removal Of Concrete Pavement Slab
539 SQYD
453D000
Concrete Pavement Replacement Slab
150 CUYD
455A000
Grinding Concrete Pavement
502A000
Steel Reinforcement
502B000
Steel Reinforcement For Bridge Superstructure, Sta. A19+40.00, Approximately
249,100 lbs
505G003
Pile Points (Type A, 12")
505I000
Temporary Steel Sheet Piling
3,761 SQFT
505M002
2,740 LF
506A004
Drilled Shaft Excavation, 3'-0" Diameter
3 LF
506A006
330 LF
506B001
Special Drilled Shaft Excavation, 3'-0" Diameter
30 LF
506B006
240 LF
506C025
Drilled Shaft Construction, 5'-6" Diameter, Class DS2 Concrete
570 LF
506C040
37 LF
506F004
Permanent Drilled Shaft Casing, 3'-0" Diameter
37 LF
506F009
Permanent Drilled Shaft Casing, 5'-6" Diameter
50 LF
506G000
Crosshole Sonic Logging, 3'-0" Diameter
3 Each
506G005
1 Each
508A000
Structural Steel
510A007
510B001
Bridge Concrete, Class B
510C051
Bridge Concrete Superstructure, Sta. A19+40.00, Approximately 1,100 Cu. Yds
510E000
511A050
32 Each
511A053
24 Each
1,011 Ton
518 Ton
1,607 Ton
19,170 SQYD
19,170 SQYD
245,419 LB
(1) LS
73 Each
23,890 LB
777 CUYD
5 CUYD
(1) LS
3,480 SQYD
ACNH-0005(512)
Item No.
Description
Quantity
Page: 3
Units
511A070
Elastomeric Bearing Type 4 (Mark VB1)
48 Each
511A071
16 Each
511A073
40 Each
513B003
Pretensioned-Prestressed Concrete Girders, Type I (Specialty Item)
1,465 LF
513B004
Pretensioned-Prestressed Concrete Girders, Type II (Specialty Item)
388 LF
513B029
Pretensioned-Prestressed Concrete Girders, Type BT-54 Modified (Speciality Item)
515C000
Bridge Deck Sealant
515D000
Application of Bridge Deck Sealant
520A000
Repairs To Existing Bridge, Station 106+98.00
(1) LS
524B010
Culvert Concrete Extension
42 CUYD
529A010
Retaining Wall
530A001
881 LF
530A002
301 LF
530A004
115 LF
530A900
18" Roadway Pipe (14 Gauge C.C.M.)
530B002
29" Span, 18" Rise Roadway Pipe (Class 3 R.C.)
201 LF
530B003
172 LF
530B004
155 LF
533A098
18" Storm Sewer Pipe (Class 3 R.C.)
2,560 LF
533A099
18 LF
533A100
147 LF
533A101
679 LF
533A104
256 LF
533B099
29" Span, 18" Rise Storm Sewer Pipe (Class 3 R.C.)
294 LF
533B100
123 LF
533B101
264 LF
3,974 LF
125 Gal
2,509 SQYD
3,126 SQFT
30 LF
600A000
Mobilization
601A000
Furnishing Base, Soil And Structure Laboratories
(1) LS
602A000
603A002
Furnishing Type 3 Field Office
609A000
Aggregate Slope Protection
609B000
Geotextile Filter For Aggregate Slope Protection
1,000 SQYD
610C001
2,670 Ton
610D003
2,105 SQYD
614A000
Slope Paving
618A000
1 Each
73 Each
1 Each
320 SQYD
302 CUYD
2,076 SQYD
618B003
619A002
808 SQYD
4 Each
619A004
2 Each
619A008
1 Each
620A000
8 CUYD
621A002
Junction Boxes, Type 4 Or 2P
5 Each
621A003
1 Each
621A011
6 Each
621A019
2 Each
621B002
Junction Box Units, Type 4 Or 2P
4 Each
ACNH-0005(512)
Item No.
Description
Quantity
Page: 4
Units
621B011
1 Each
621B014
2 Each
621C001
Inlets, Type B
3 Each
621C015
Inlets, Type S1 Or S3 (1 Wing)
34 Each
621C016
6 Each
621C017
6 Each
621C018
1 Each
621C087
Inlets, Type S2 Or S4 (1 Wing) (Modified)
1 Each
621C088
Inlets, Type S2 Or S4 (2 Wing) (Modified)
1 Each
621C109
Inlets, Type PD
4 Each
621D015
Inlet Units, Type S1 Or S3
5 Each
621D016
Inlet Units, Type S2 Or S4
4 Each
621D109
Inlet Units, Type PD
1 Each
623C000
Combination Curb & Gutter, Type C
7,303 LF
623C004
Combination Curb & Gutter, Type C (Special)
3,550 LF
630A001
1,561 LF
630C003
4 Each
630C050
4 Each
630C070
2 Each
634A002
Industrial Fence, 6 Feet High
634E000
Industrial Fence, 6 Feet High, Special Mounting
740 LF
645A510
8 Inch Ductile Iron Sanitary Sewer Gravity Pipe Laid
989 LF
645A512
169 LF
645A514
1,232 LF
645A518
279 LF
645C500
800 LB
645F505
6 Inch Abandon Existing Sanitary Sewer
310 LF
645F510
1,715 LF
645F520
307 LF
645F525
327 LF
645H510
48 Inch Manhole
24 Each
645I500
48 Inch Manhole Unit
18 Each
645N500
Abandon Existing Manhole
14 Each
649A545
108 LF
649A550
36 LF
649A555
138 LF
649A645
132 LF
649A650
80 LF
649A655
356 LF
649B660
106 LF
650A000
Topsoil
652A100
Seeding
7 Acre
652C000
Mowing
7 Acre
654A001
656A010
Mulching
1,701 LF
4,000 CUYD
30,356 SQYD
7 Acre
ACNH-0005(512)
Item No.
Description
Quantity
Page: 5
Units
659C002
2,000 SQYD
659C006
3,365 SQYD
665A000
Temporary Seeding
665B001
Temporary Mulching
665C010
Temporary Pipe
665D001
Temporary Pipe End Treatment
665E000
Polyethylene
665F000
Hay Bales
665G000
Sand Bags
1,000 Each
665I000
1,000 Ton
665I002
1,500 Ton
665J002
Silt Fence
665K000
Drainage Sump Excavation
665N000
665O001
Silt Fence Removal
665P005
665Q002
Wattle
2,386 LF
665T000
Temporary Earth Berms
2,000 LF
666A001
674A000
680A001
Geometric Controls
(1) LS
698A000
(1) LS
701A087
Broken White, Class W, Type A Traffic Stripe (5" Wide)
2 Mile
701A091
Solid White, Class W, Type A Traffic Stripe (5" Wide)
1 Mile
701A095
Broken Yellow, Class W, Type A Traffic Stripe (5" Wide)
1 Mile
701A099
2 Mile
5 Acre
15 Ton
750 LF
15 Each
42,821 SQYD
218 Each
17,207 LF
500 CUYD
2,500 Ton
17,207 LF
171 Each
7 Acre
4,250 LF
701A108
Broken Black, Class W, Type B Traffic Stripe (5" Wide)
2 Mile
701A227
1 Mile
701A230
2 Mile
701A239
1 Mile
701B027
Dotted, Class W, Type A Traffic Stripe (5" Wide)
474 LF
701B036
Dotted Class W,Type B Traffic Stripe,Black(5" Wide)
474 LF
701B207
632 LF
701C002
Broken Temporary Traffic Stripe (Paint)
1 Mile
701C003
Solid Temporary Traffic Stripe (Paint)
2 Mile
701C006
Solid Temporary Traffic Stripe (Removable Tape)
2 Mile
701C009
Broken Temporary Traffic Stripe (Removable Tape)
2 Mile
701D007
2 Mile
703A002
2,397 SQFT
703A011
Traffic Control Markings, Class W, Type A
2,874 SQFT
703B002
312 SQFT
703B011
Traffic Control Legends, Class W, Type A
284 SQFT
703D002
Temporary Traffic Control Markings (Paint)
554 SQFT
705A000
Pavement Markers, Class A, Type 1-A
395 Each
705A011
270 Each
705A012
Pavement Markers, Class C, Type 1-B
114 Each
ACNH-0005(512)
Item No.
Description
Quantity
Page: 6
Units
705A023
262 Each
705A024
Pavement Markers, Class C, Type 2-E
42 Each
705A030
105 Each
705A037
100 Each
705A038
9 Each
710A115
107 SQFT
710A126
70 SQFT
710B021
Steel)
726A000
726A001
726A005
Portable Concrete Safety Barriers,Type 6(Bridge Bolted)
726D021
730A000
Removal Of Existing Traffic Control Unit ( US-78 At I-20/59 NB Ramps)
(1) LS
730A001
Removal Of Existing Traffic Control Unit ( US-78 At I-20/59 SB Ramps)
(1) LS
730A002
Removal Of Existing Traffic Control Unit ( US-78 At 11th Court)
(1) LS
730A003
Removal Of Existing Traffic Control Unit ( US-78 At 12th Avenue)
(1) LS
730A004
Removal Of Existing Traffic Control Unit ( US-78 At Finley Boulevard)
(1) LS
730C000
Furnishing And Installing Traffic Control Unit ( US-78 At I-20/59 NB Ramps)
(1) LS
730C001
Furnishing And Installing Traffic Control Unit ( US-78 At I-20/59 SB Ramps)
(1) LS
730C002
Furnishing And Installing Traffic Control Unit ( US-78 At 12th Avenue)
(1) LS
730C003
Furnishing And Installing Traffic Control Unit ( US-78 At Finley Boulevard)
(1) LS
730E000
13 Each
730F000
Metal Traffic Signal Pole With 20'/35' Mast Arm Assembly
1 Each
730F001
Metal Traffic Signal Pole With 30' Mast Arm Assembly
1 Each
730F002
Metal Traffic Signal Pole With 30'/40' Mast Arm Assembly
1 Each
730F003
1 Each
730F004
1 Each
730G001
Metal Traffic Signal Strain Pole
8 Each
377 LF
3,360 LF
20 LF
370 LF
2 Each
730K000
Traffic Signal Junction Box
730L003
130 LF
12 Each
730L005
1,690 LF
730N000
13 Each
730P022
37 Each
730P023
2 Each
730Q011
4 Each
730R052
Controller Assembly, 170, 8 Phase
4 Each
730T000
Wood Pole
2 Each
730U015
Video Detection System (US-78 At I-20/59 NB Ramps)
(1) LS
730U016
Video Detection System US-78 At I-20/59 SB Ramps)
(1) LS
730U017
Video Detection System US-78 At 12th Avenue)
(1) LS
730U018
Video Detection System US-78 At Finley Boulevard)
(1) LS
734A014
Cable OSP, Loose Tube, 60F SM
734B007
Drop Cable OSP 12F SM Central Core
734E000
Detectable Tape System
5,230 LF
590 LF
3,075 LF
ACNH-0005(512)
Item No.
Description
Quantity
Page: 7
Units
734E005
Marker Post
734E040
Conduit Galvanized Rigid Steel 2 Inch
734E100
Buried Duct HDPE SDR11 2 x 2 Inch
734F002
Distribution Hardware SFDU 12 Fiber
734G001
Connector ST Termination SM
734G009
Splicing, Fusion
734G100
Splice Closure, Undergrade, 12 Fiber
3 Each
734G104
Splice Closure, Undergrade, 60 Fiber
2 Each
734H025
Patch Cord Duplex SM, ST To FC 2 Meter
8 Each
734H070
Fanout Kit, SM
4 Each
734J001
Commbox F2
734J004
Pull Box (36 In X 36 In X 24 In) Alum
2 Each
734M000
Riser Assembly
1 Each
734X000
Removal of Fiber Optic Cable ( US-78)
740B000
Construction Signs
740D000
Channelizing Drums
200 Each
740E000
100 Each
740F002
23 Each
740I002
14 Each
740M001
Ballast For Cone
741C010
742A003
750A115
High Mast Luminaire Assembly with Six, Type III, 400 Watt Luminaires
750B438
Roadway Luminaire Assembly with One, Modified Cobra Head, 400 Watt Luminiare
26 Each
750C010
Pole Foundation,Roadway
26 Each
750C011
Pole Foundation, High Mast
750E115
Conduit,2 Inch,Rigid Nonmetallic
125 LF
750E125
Conduit, 1 1/4 Inch, Rigid Metallic
800 LF
750F024
Conductor, #6 AWG
2,400 LF
750F026
Conductor, #2 AWG
450 LF
750G010
Combined Duct And Cable,2 #6 AWG/ 1 #6 AWG GND
750H005
Service Pole
1 Each
750I015
Lighting Control Center
1 Each
756A022
242 LF
756A028
1,140 LF
999 000
Trainee Hours At 80 Cents Per Hour
2,800 HOUR
9 Each
900 LF
3,075 LF
4 Each
48 Each
138 Each
13 Each
(1) LS
1,219 SQFT
100 Each
2 Each
12 Each
2 Each
2 Each
4,455 LF
014
Projects: ACNU59687-ATRP(002)
County: WINSTON
DBE Goal Percent:
12.00
Description: for constructing the Resurfacing (Triple Layer Bituminous Surface Treatment) and Traffic
Stripe on CR-77 (Helicon Road) from the junction of CR-41 (Jennifer L. Millican Parkway) in
Arley to the junction of SR-74 (US-278). Length 10.058 mi.
$3.00 per set.
Description
Item No.
Quantity
Units
405A000
Tack Coat
409A001
Triple Layer Bituminous Treatment
424B640
100 Ton
424B642
400 Ton
430B047
Aggregate Surfacing (3/4" Down,Crusher Run)
200 Ton
600A000
Mobilization
(1) LS
698A000
(1) LS
701A231
Solid White, Class 2, Type A Traffic Stripe
21 Mile
701A235
20 Mile
701A245
701C000
701C001
701G144
Solid White, Class W, Type A Traffic Stripe
1,730 LF
701G152
Solid Yellow, Class W, Type A Traffic Stripe
1,730 LF
703A002
336 SQFT
705A032
125 Each
705A037
1,175 Each
740B000
Construction Signs
740E000
50 Each
740M001
Ballast For Cone
50 Each
740O000
Pilot Car
200 Gal
128,212 SQYD
1 Mile
1 Mile
20 Mile
482 SQFT
1 Each
015
Projects: ACNU61004-ATRP(013), ACNU61015-ATRP(013)
County: BUTLER
DBE Goal Percent:
5.00
Stripe on CR-8 from the junction of Garland East to the intersection of SR-3 (US-31) in
McKenzie (Site 1) and on CR-59 from Pigeon Creek to the intersection of SR-106 (Site 2).
Length 12.393 mi.
$7.00 per set.
Description
Item No.
Quantity
Units
206D001
Removing Guardrail
405A000
Tack Coat
409A001
424B700
Aggregate Size mix, ESAL Range A/B
424C345
Superpave Bituminous Concrete Base Layer, Patching, 1 1/2" Maximum Aggregate
318 Ton
424C351
Superpave Bituminous Concrete Base Layer, Widening, 1 1/2" Maximum Aggregate
1,078 Ton
600A000
Mobilization
630A023
Steel Beam Guardrail,Class B,Type 2(Thrie Beam Bridge Rail Retrofit)
630C050
698A000
(1) LS
701A030
Solid White, Class 2T, Type A Traffic Stripe
26 Mile
701A034
Solid Yellow, Class 2T, Type A Traffic Stripe
18 Mile
701A044
Broken Yellow, Class 2T, Type A Traffic Stripe
701C000
14 Mile
701C001
36 Mile
703A004
Traffic Control Markings, Class 2T, Type A
388 SQFT
703B004
Traffic Control Legends, Class 2T, Type A
69 SQFT
703D001
40 SQFT
703E001
69 SQFT
705A032
346 Each
705A037
1,197 Each
740B000
Construction Signs
740E000
20 Each
740M001
Ballast For Cone
20 Each
740O000
Pilot Car
494 LF
2,454 Gal
153,220 SQYD
3,141 Ton
(1) LS
744 LF
8 Each
7 Mile
448 SQFT
1 Each
016
County: ST. CLAIR
DBE Goal Percent:
3.00
Description: for constructing the Resurfacing and Traffic Stripe on CR-45 (Old Coal City Road) from the
intersection of SR-53 (US-231) to the junction of SR-53 (US-231) north of Pell City. Length
7.012 mi.
$6.00 per set.
Description
Item No.
Quantity
Units
206C000
57 SQYD
206C010
108 SQYD
305B078
Crushed Aggregate, Section 825, Type B, For Miscellaneous Use
404G001
Pavement Surfacing (Scrub Seal)
405A000
Tack Coat
407B000
424A340
8,200 Ton
424B643
8,460 Ton
600A000
Mobilization
(1) LS
618A000
61 SQYD
3,500 Ton
92,175 SQYD
6,460 Gal
8 Mile
630A001
630C022
475 LF
630C050
12 Each
698A000
(1) LS
701A231
14 Mile
701A235
11 Mile
701A245
701B205
Dotted, Class 2, Type A, Traffic Stripe
701C000
701C001
701G144
1,028 LF
701G152
1,028 LF
703A002
2,533 SQFT
703B002
45 SQFT
703D001
705A030
10 Each
705A032
370 Each
705A037
733 Each
705A038
93 Each
740B000
Construction Signs
4 Each
3 Mile
360 LF
9 Mile
31 Mile
1,252 SQFT
838 SQFT
740E000
50 Each
740M001
Ballast For Cone
50 Each
740O000
Pilot Car
1 Each
017
County: FRANKLIN
DBE Goal Percent:
8.00
Description: for constructing the Planing, Resurfacing, and Traffic Stripe on CR-11 and 4th Street from the
junction of Happy Hollow Road to Bridge BIN 19621 north of Red Bay. Length 5.593 mi.
$4.00 per set.
Description
Item No.
Quantity
Units
405A000
Tack Coat
407B000
408B001
Micro-Milling Existing Pavement(Approximately 1.10" Thru 2.00" Thick)
2,660 SQYD
424A340
5,700 Ton
424B640
250 Ton
424B642
500 Ton
430B047
Aggregate Surfacing (3/4" Down,Crusher Run)
600A000
Mobilization
618A000
106 SQYD
654A001
126 SQYD
698A000
(1) LS
701A030
12 Mile
701A034
12 Mile
701C001
20 Mile
701G252
Solid White, Class 2, Type A Traffic Stripe (5" Wide) (Rumble Strip)
703A004
Traffic Control Markings, Class 2T, Type A
1,055 SQFT
703B004
Traffic Control Legends, Class 2T, Type A
160 SQFT
703D001
798 SQFT
703E001
137 SQFT
705A031
209 Each
705A037
739 Each
710A115
710A125
Class 7, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14
Gauge(Type IV, VII, VIII Or IX Background)
200 SQFT
710B021
Steel)
434 LF
740B000
Construction Signs
638 SQFT
740D000
Channelizing Drums
740E000
740F001
Barricades, Type II
740M001
Ballast For Cone
740O000
Pilot Car
4,500 Gal
6 Mile
1,500 Ton
(1) LS
600 LF
26 SQFT
25 Each
100 Each
8 Each
100 Each
1 Each
020
Projects: ACOA61870-ATRP(017)
County: TUSCALOOSA
DBE Goal Percent:
3.00
Description: for constructing the Patching, Resurfacing, and Traffic Stripe on CR-85 (Daffron Road) from
the junction of SR-6 (US-82) to the junction of Hargrove Road southeast of Tuscaloosa.
Length 2.527 mi.
$4.00 per set.
Description
Item No.
Quantity
Units
212A000
Machine Grading Shoulders
245 STA
401A004
Bituminous Treatment E
405A000
Tack Coat
407B000
424A340
424A346
Superpave Bituminous Concrete Wearing Surface Layer, Leveling, 1/2" Maximum
398 Ton
424B640
406 Ton
600A000
Mobilization
610D003
150 SQYD
650A000
Topsoil
370 CUYD
33,126 SQYD
198 Gal
3 Mile
2,941 Ton
(1) LS
652A100
Seeding
2 Acre
656A010
Mulching
2 Acre
665J002
Silt Fence
800 LF
665O001
Silt Fence Removal
800 LF
665Q002
Wattle
250 LF
698A000
701A231
5 Mile
701A235
5 Mile
701A245
1 Mile
701C000
2 Mile
(1) LS
701C001
703A002
987 SQFT
703D001
297 SQFT
705A032
39 Each
705A037
254 Each
710A126
20 SQFT
710B021
Steel)
42 LF
740B000
Construction Signs
740O000
Pilot Car
10 Mile
189 SQFT
1 Each
023
Projects: BR-0053(529)
County: SHELBY
DBE Goal Percent:
8.00
Description: for constructing the Bridge Replacement and Approaches (Grade, Drain, Base, Pave, and
Bridge) on SR-53 (US-231) over Kelly Creek north of Vincent. Length 0.549 mi.
Description
Item No.
201A002
Clearing And Grubbing (Maximum Allowable Bid $ 4000.00 Per Acre) (Approximately
8 Acres)
Quantity
Units
(1) LS
201C000
Clearing
(1) LS
206A000
(1) LS
206C003
Removing Concrete Flumes
285 SQYD
206C013
Removing Bridge End Slab
108 SQYD
206D001
Removing Guardrail
290 LF
206E000
Removing Headwalls
210A000
19,938 CUYD
210D000
Borrow Excavation
21,176 CUYD
214A000
214B001
39 CUYD
215B000
Cofferdams Or Sheeting And Shoring, Station 20+15.00
(1) LS
230A000
Roadbed Processing
24 RBST
260A000
405A000
Tack Coat
407B000
408A052
424A360
887 Ton
424B651
Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate Size
Mix, ESAL Range C/D
1,111 Ton
424B659
Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1" Maximum
424B681
Mix, ESAL Range C/D
1,181 Ton
424C360
Range C/D
1,129 Ton
428A001
Scoring Bituminous Pavement Surface
430B043
530 Ton
450B000
196 SQYD
502A000
Steel Reinforcement
502B000
Steel Reinforcement For Bridge Superstructure, Station 20+15.00, Approximately
175,900 Pounds
505M002
506A005
408 LF
506A008
424 LF
506B002
80 LF
506B003
96 LF
2 Each
232 CUYD
155 CUYD
1,030 Gal
1 Mile
3,566 SQYD
806 Ton
1 Mile
172,130 LB
(1) LS
1,463 LF
BR-0053(529)
Item No.
Description
Quantity
Page: 2
Units
506C041
488 LF
506C042
520 LF
506G001
1 Each
506G002
1 Each
508A000
Structural Steel
510A007
510C051
Bridge Concrete Superstructure, Station 20+15.00, Approximately 783 Cubic Yards
510E000
511A051
90 Each
511A053
36 Each
513B004
2,427 LF
513B029
Pretensioned-Prestressed Concrete Girders, Type BT-54 Modified (Speciality Item)
2,507 LF
524B010
Culvert Concrete Extension
45 CUYD
530A101
36 LF
530A493
15" Roadway Pipe (14 Gauge C.M.) (Temporary)
83 LF
534E001
Cleaning Existing Pipe (Less Than Or Equal To 48" Horizontal Opening)
60 LF
535A001
18" Side Drain Pipe
36 LF
600A000
Mobilization
(1) LS
602A000
23 Each
602C000
Permanent Easement Marker
4 Each
603A001
1 Each
610C001
2,672 Ton
610D003
2,098 SQYD
619A002
2 Each
619A101
4 Each
620A000
2 CUYD
621A011
630A001
630C003
4 Each
630C070
4 Each
641A512
641A514
1 Inch Copper Water Service Line Laid
150 LF
641A518
2 Inch Copper Water Service Line Laid
60 LF
641A746
6 Inch P.V.C. Water Main Laid
650 LF
641C500
400 LB
641E500
Fire Hydrant Reset
1 Each
641J510
1 Each
641J516
3 Each
641L500
8 CUYD
641M512
641N510
6 Inch x 6 Inch Anchor Tee
1 Each
641P515
3/4 Inch Service Tap
1 Each
641P520
1 Inch Service Tap
1 Each
641P530
2 Inch Service Tap
1 Each
641P601
Connection to Existing Water System
2 Each
641R510
3 Each
13,581 LB
357 CUYD
(1) LS
2,466 SQYD
2 Each
350 LF
60 LF
15 Each
BR-0053(529)
Item No.
Description
Quantity
Page: 3
Units
641R520
2 Inch Water Meter And Box Reset
1 Each
649A630
36 LF
649A700
100 LF
650A000
Topsoil
372 CUYD
650B000
Topsoil From Stockpiles
652A100
Seeding
9 Acre
652C000
Mowing
18 Acre
654A000
Solid Sodding
656A010
Mulching
659C001
7,387 SQYD
659C002
1,917 SQYD
665A000
Temporary Seeding
665B001
Temporary Mulching
665E000
Polyethylene
665F000
Hay Bales
665G000
Sand Bags
500 Each
665I000
500 Ton
665J002
Silt Fence
9,324 LF
665O001
Silt Fence Removal
9,324 LF
665Q002
Wattle
680A001
Geometric Controls
(1) LS
698A000
(1) LS
701A227
1 Mile
701A244
1 Mile
701C001
5 Mile
701E003
Solid Temporary Traffic Stripe (Tape)
2,220 LF
701G146
1,110 LF
4,382 CUYD
1,000 SQYD
9 Acre
4 Acre
12 Ton
644 SQYD
1,308 Each
204 LF
701G150
701H002
703A002
48 SQFT
703D001
48 SQFT
705A011
142 Each
705A023
142 Each
705A037
37 Each
710A115
32 SQFT
710A126
6 SQFT
710B021
Steel)
726A000
726A001
726A005
Portable Concrete Safety Barriers,Type 6(Bridge Bolted)
726D021
740B000
Construction Signs
740D000
Channelizing Drums
740E000
555 LF
2,220 LF
70 LF
1,370 LF
20 LF
555 LF
4 Each
458 SQFT
55 Each
100 Each
BR-0053(529)
Item No.
Description
Quantity
Page: 4
Units
740F002
8 Each
740I002
4 Each
740M001
Ballast For Cone
742A003
999 000
Trainee Hours At 80 Cents Per Hour
100 Each
2 Each
1,440 HOUR
024
Projects: BR-3713(250)
County: JEFFERSON
DBE Goal Percent:
8.00
Description: for constructing the Bridge Replacement and Approaches to include Traffic Signal
Replacement on the Southbound Roadway of CR-65 (Minor Parkway) over the BNSF
Railroad. Length 0.319 mi.
Description
Item No.
Quantity
Units
201A002
3 Acres)
(1) LS
206A000
(1) LS
206D001
Removing Guardrail
206E008
206E042
210A000
210D011
Borrow Excavation (A4 Or Better)
230A000
Roadbed Processing
301A012
5,919 SQYD
401A000
5,455 SQYD
405A000
Tack Coat
407B000
408A052
410H000
424A360
424B650
Mix, ESAL Range C/D
705 Ton
424B680
Superpave Bituminous Concrete Lower Binder Layer, 3/4" Maximum Aggregate Size
Mix, ESAL Range C/D
1,012 Ton
424B688
Superpave Bituminous Concrete Lower Binder Layer, Leveling, 3/4" Maximum
1,390 Ton
428A001
450B000
502A001
502B000
Steel Reinforcement For Bridge Superstructure, (Grade 60), Sta. 108+83.08 Approx.
71,128 Lbs..
506A008
506B003
506C022
Drilled Shaft Construction, 4'-0" Diameter, Class DS2 Concrete (4000 PSI)
506G002
508A000
Structural Steel
510A007
510C051
Bridge Concrete Superstructure, Sta. 108+83.08, Approx. 302 Cubic Yards
510E000
511A051
24 Each
511A053
12 Each
155 LF
10 Each
3 Each
2,113 CUYD
11,032 CUYD
18 RBST
497 Gal
1 Mile
9,185 SQYD
1 Each
2,030 Ton
2 Mile
185 SQYD
69,419 LB
(1) LS
259 LF
80 LF
345 LF
1 Each
6,597 LB
177 CUYD
(1) LS
911 SQYD
BR-3713(250)
Item No.
Description
Quantity
Page: 2
Units
513B004
638 LF
513B015
Pretensioned-Prestressed Concrete Girders, Type BT-54 (Specialty Item)
715 LF
600A000
Mobilization
602A000
3 Each
603A000
1 Each
610D003
936 SQYD
614A001
Slope Paving (Under Bridges)
302 CUYD
(1) LS
621C020
Inlets, Type Y
3 Each
621D019
Inlet Units, Type Y
2 Each
630A001
630C003
5 Each
630C050
3 Each
630C070
2 Each
634E000
650A000
Topsoil
652A100
Seeding
3 Acre
652C000
Mowing
6 Acre
654A000
Solid Sodding
656A010
Mulching
3 Acre
665A000
Temporary Seeding
1 Acre
665B001
Temporary Mulching
3 Ton
665C010
Temporary Pipe
132 LF
665G000
Sand Bags
100 Each
665I000
665J002
Silt Fence
665N000
665O001
Silt Fence Removal
665P005
665Q002
Wattle
666A001
672C100
Flocculant Application, Ditch Check
85 Each
680A001
Geometric Controls
(1) LS
698A000
(1) LS
701A227
2 Mile
701A230
1 Mile
701A239
2 Mile
701B207
701C002
Broken Temporary Traffic Stripe (Paint)
1 Mile
701C003
2 Mile
701D007
2 Mile
701D014
Broken Traffic Stripe Removed (Paint)
2 Mile
701G142
460 LF
701G146
760 LF
701G154
460 LF
703A002
88 LF
240 LF
1,057 CUYD
2,800 SQYD
96 Ton
1,126 LF
60 Ton
1,126 LF
5 Each
800 LF
6 Acre
800 LF
96 SQFT
BR-3713(250)
Item No.
Description
Quantity
Page: 3
Units
703A011
703B002
144 SQFT
703B011
45 SQFT
703C000
Removal Of Existing Traffic Control Markings Or Legends (Paint)
250 SQFT
703D002
250 SQFT
705A030
705A031
40 Each
705A032
510 Each
705A037
79 Each
707B003
Type A Hazard Marker Installation
710A115
52 SQFT
710A125
Class 7, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14
Gauge(Type IV, VII, VIII Or IX Background)
36 SQFT
710B021
Steel)
710C000
Removal Of Existing Roadway Signs
724A000
Temporary Asphalt Island
730A012
Removal Of Existing Traffic Control Unit (Partial) ( CR-65 @ CR-67)
(1) LS
730A055
Removal Of Existing Traffic Control Unit (Partial) (Temporary) ( CR-65 @ CR-67)
(1) LS
730C000
Furnishing And Installing Traffic Control Unit ( CR-65 @ CR-67)
730H001
Loop Wire
730P022
2 Each
730P023
2 Each
730R022
1 Each
740B000
Construction Signs
974 SQFT
740D000
Channelizing Drums
230 Each
740E000
100 Each
740F002
740I002
740M001
Ballast For Cone
741C010
33 SQFT
30 Each
1 Each
182 LF
(1) LS
1,324 LF
(1) LS
2,161 LF
12 Each
6 Each
100 Each
2 Each
025
Projects: FLAP-FLAP(002)
County: LAWRENCE
DBE Goal Percent:
12.00
Stripe on CR-70 from the Winston County Line to the junction of SR-33 (Site 1) and on CR-71
from the Winston County Line to the junction of CR-70 (Site 2). Length 6.679 mi.
$2.00 per set.
Description
Item No.
Quantity
Units
405A000
Tack Coat
409A001
424B642
430B043
600A000
Mobilization
(1) LS
698A000
Construction Fuel (Maximum Bid Limited to $ 23,800.00).
(1) LS
701A231
14 Mile
701A235
13 Mile
701A245
701C000
701C001
703A002
118 SQFT
705A032
16 Each
705A037
877 Each
740B000
Construction Signs
257 SQFT
740O000
Pilot Car
650 Gal
78,429 SQYD
710 Ton
1,037 Ton
1 Mile
1 Mile
26 Mile
1 Each
027
Projects: HSIP-I059(386)
County: GREENE
Description: for constructing the Cable Guiderail Installation on I-59 from just north of the Sumter County
Line (MP 27.292) to the Tuscaloosa County Line. Length 28.059 mi.
$7.00 per set.
Description
Item No.
Quantity
Units
600A000
Mobilization
624A000
Cable Guiderail
624B000
Cable Guiderail Anchor
665J002
Silt Fence
500 LF
665O001
Silt Fence Removal
500 LF
665Q002
Wattle
500 LF
698A000
728A000
Truck Mounted Impact Attenuator Unit
740B000
Construction Signs
740D000
Channelizing Drums
740I002
2 Each
741C010
2 Each
742A001
2 Each
(1) LS
106,411 LF
56 Each
(1) LS
2 Each
1,160 SQFT
500 Each
030
Projects: IM-I085(350)
County: MONTGOMERY
DBE Goal Percent:
5.00
Description: for constructing the Traffic and Pedestrian Improvements (Grade, Drain, Base, Pave, Signing,
and Signals) on I-85 at the Ann Street Interchange in Montgomery. Length 0.183 mi.
Description
Item No.
Quantity
Units
206C000
132 SQYD
206C002
Removing Concrete Slope Paving
45 SQYD
206D001
Removing Guardrail
38 LF
206D003
629 LF
206D010
Removing Safety Barrier
280 LF
206D011
Removing Fence
318 LF
206E008
210A000
405A000
Tack Coat
407B000
408B001
424A360
424B654
25 Ton
424B657
100 Ton
424B661
50 Ton
424B691
Superpave Bituminous Concrete Lower Binder Layer, Widening, 3/4" Maximum
50 Ton
424C370
Mix, ESAL Range C/D
600A000
Mobilization
(1) LS
614A000
Slope Paving
89 CUYD
618A000
431 SQYD
623C000
477 LF
629A004
Concrete Median Or Safety Barrier, Type 4A (Modified)
240 LF
634A002
Industrial Fence, 6 Feet High
634E000
240 LF
650A000
Topsoil
300 CUYD
654A001
665A000
Temporary Seeding
1 Acre
665B001
Temporary Mulching
3 Ton
665G000
Sand Bags
300 Each
665J002
Silt Fence
250 LF
665N000
150 Ton
665O001
Silt Fence Removal
250 LF
2 Each
500 CUYD
1,200 Gal
1 Mile
14,000 SQYD
1,600 Ton
175 Ton
78 LF
1,000 SQYD
IM-I085(350)
Item No.
Description
Quantity
Page: 2
Units
665Q002
Wattle
100 LF
666A001
674A000
680A001
Geometric Controls
(1) LS
698A000
(1) LS
701B207
701C000
1 Mile
701C001
1 Mile
701G242
1,800 LF
701G253
2,800 LF
701G265
3,500 LF
701H001
300 LF
701H006
300 LF
703A002
2,730 SQFT
703B002
202 SQFT
703C001
400 SQFT
703D001
705A030
250 Each
705A032
20 Each
705A037
50 Each
705A038
25 Each
710A126
75 SQFT
710B021
Steel)
730A012
Removal Of Existing Traffic Control Unit (Partial) ( Ann Street & I-85 SB Ramps)
(1) LS
730A013
Removal Of Existing Traffic Control Unit (Partial) ( Ann Street & I-85 NB Ramps)
(1) LS
730C000
Furnishing And Installing Traffic Control Unit ( Ann Street & I-85 SB Ramps)
(1) LS
730C001
Furnishing And Installing Traffic Control Unit ( Ann Street & I-85 NB Ramps)
(1) LS
730E000
4 Each
730G001
Metal Traffic Signal Strain Pole
4 Each
730L003
395 LF
730L005
100 LF
730N000
Luminaire Extension Assembly, 12 FT
730P022
11 Each
730P023
2 Each
730Q011
8 Each
730R022
1 Each
730T000
Wood Pole
1 Each
1 Acre
1,000 LF
410 LF
1,607 SQFT
210 LF
5 Each
730U400
Radar Detection System ( Ann St & I-85 SB Ramp)
(1) LS
730U401
Radar Detection System ( Ann St & I-85 NB Ramp)
(1) LS
734B007
Drop Cable OSP 12F SM Central Core
734F002
Distribution Hardware SFDU 12 Fiber
2 Each
734G001
Connector ST Termination SM
8 Each
734H041
Patch Cord Duplex SM, ST To LC 2 Meter
4 Each
734H070
Fanout Kit, SM
2 Each
575 LF
IM-I085(350)
Item No.
Description
Quantity
Page: 3
Units
734N050
Ethernet Field Switch, Type A
1 Each
734N053
Ethernet Field Switch, Type C
1 Each
734N100
Cat 5E Patch Cords,3 Meter
4 Each
740B000
Construction Signs
652 SQFT
740D000
Channelizing Drums
200 Each
740E000
50 Each
740M001
Ballast For Cone
50 Each
741C010
2 Each
742A001
2 Each
745A000
Uniformed Police Officer
751J006
Remove Luminaire Pole Foundation, Concrete
3 Each
751L025
Remove Roadway Luminaire Assembly
3 Each
756A022
500 HOUR
132 LF
033
Projects: NH-0005(546)
County: PERRY
DBE Goal Percent:
4.00
Description: for constructing the Micro-Milling, Micro-Surfacing, and Traffic Stripe on SR-5 from MP 63.062
in Marion to the Bibb County Line (MP 76.735). Length 13.672 mi.
$6.00 per set.
Description
Item No.
209A000
Quantity
Units
10 Each
305B077
403B001
Micro-Surfacing Seal Coat, Type III
100 Ton
404G001
Pavement Surfacing (Scrub Seal)
405A000
Tack Coat
407B000
408B000
410H000
1 Each
410J000
Smoothness Data Collection, Certified Inertial Profilier
1 Each
424A356
424B655
600A000
Mobilization
665J002
Silt Fence
200 LF
665O001
Silt Fence Removal
200 LF
665Q002
Wattle
100 LF
698A000
(1) LS
701A227
28 Mile
701A230
6 Mile
701A244
701B207
701C000
701C001
701D008
701D015
701G146
701G150
613 LF
701G154
412 LF
701H011
Dotted Traffic Stripe Removed (Plastic)
349 LF
703A002
1,640 SQFT
703B002
68 SQFT
703C001
703D001
705A032
210 Each
705A037
755 Each
1,653 Ton
99,436 SQYD
7,212 Gal
7 Mile
95,826 SQYD
5,271 Ton
257 Ton
(1) LS
13 Mile
851 LF
13 Mile
115 Mile
17 Mile
8 Mile
1,500 LF
854 SQFT
3,280 SQFT
NH-0005(546)
Item No.
Description
Quantity
Page: 2
Units
740B000
Construction Signs
698 SQFT
740D000
Channelizing Drums
500 Each
740O000
Pilot Car
1 Each
034
Projects: NH-0008(583)
County: PERRY
DBE Goal Percent:
3.00
Description: for constructing the Safety Widening, Resurfacing, Traffic Stripe, and Signals on SR-8
(US-80) from west of the junction of Washington Street to east of the junction of Village
Avenue in Uniontown (Site 1) and on SR-61 from the junction of SR-8 (US-80) in Uniontown
to the Hale County Line (Site 2). Length 3.975 mi.
Description
Item No.
Quantity
Units
206C000
229 SQYD
206D002
Removing Curb
100 LF
209A000
305B077
405A000
Tack Coat
407B000
408A052
39,537 SQYD
408A053
21,589 SQYD
410H000
1 Each
410J000
Smoothness Data Collection, Certified Inertial Profilier
1 Each
424A360
4,324 Ton
424B650
Mix, ESAL Range C/D
1,781 Ton
424B657
4,194 Ton
424B685
1,621 Ton
424B692
Superpave Bituminous Concrete Lower Binder Layer, Widening, 1" Maximum
399 Ton
428A001
600A000
Mobilization
618A000
215 SQYD
618A001
9 SQYD
618C000
Truncated Dome Retrofit
654A001
665F000
Hay Bales
500 Each
665G000
Sand Bags
300 Each
665J002
Silt Fence
1,200 LF
665O001
Silt Fence Removal
1,200 LF
665Q002
Wattle
1,000 LF
674A000
680A001
Geometric Controls
(1) LS
698A000
(1) LS
701A227
8 Mile
701A230
6 Mile
1 Each
898 Ton
6,113 Gal
6 Mile
4 Mile
(1) LS
192 SQFT
78 SQYD
500 LF
NH-0008(583)
Item No.
Description
Quantity
Page: 2
Units
701A239
1 Mile
701A244
4 Mile
701B207
701C000
10 Mile
701C001
17 Mile
703A002
703B002
703D001
705A031
8 Each
705A032
195 Each
705A037
181 Each
710A115
18 SQFT
710B021
Steel)
28 LF
730A000
Removal Of Existing Traffic Control Unit ( SR-8 @ SR-61)
(1) LS
730A001
Removal Of Existing Traffic Control Unit ( SR-8 @ SR-183)
(1) LS
730A002
Removal Of Existing Traffic Control Unit ( SR-61 @ Front Street)
(1) LS
730C000
Furnishing And Installing Traffic Control Unit ( SR-8 @ SR-61)
(1) LS
730C001
Furnishing And Installing Traffic Control Unit ( SR-8 @ SR-183)
(1) LS
730C002
Furnishing And Installing Traffic Control Unit ( SR-61 @ Front Street)
(1) LS
730H001
Loop Wire
730I001
Loop Detector Lead-In-Cable
730P022
730R022
740B000
Construction Signs
740D000
Channelizing Drums
200 Each
740E000
200 Each
740M001
Ballast For Cone
200 Each
740O000
Pilot Car
449 LF
7,378 SQFT
113 SQFT
1,632 SQFT
1,246 LF
720 LF
24 Each
3 Each
1,600 SQFT
1 Each
037
Projects: STPAA-0005(552)
County: JEFFERSON
DBE Goal Percent:
5.00
Description: for constructing the Planing, Resurfacing, Loop Detectors, Guardrail End Anchors, Inlet
Replacement, Curb Ramps, and Traffic Stripe on SR-5 (US-78/Arkadelphia Road) from the
junction of SR-7 (US-11) to the I-59 Interchange in Birmingham. Length 1.190 mi.
Description
Item No.
Quantity
Units
206D001
Removing Guardrail
85 LF
206D003
40 LF
206E001
Removing Inlets
1 Each
206E042
2 Each
210D001
405A000
Tack Coat
407B000
408A052
410H000
424A361
424B655
150 Ton
424B658
150 Ton
600A000
Mobilization
618A000
618C000
621C031
1 Each
621C056
Inlets, Type S3 (1 Wing) (Partial)
2 Each
623C000
630A001
630C001
650A000
Topsoil
654A000
Solid Sodding
665G000
Sand Bags
665P005
665Q002
Wattle
698A000
701A227
3 Mile
701A230
2 Mile
701A239
3 Mile
701A244
1 Mile
701B207
701C000
3 Mile
701C001
3 Mile
15 CUYD
2,606 Gal
4 Mile
37,227 SQYD
1 Each
3,444 Ton
(1) LS
1,202 SQYD
296 SQFT
775 LF
79 LF
1 Each
20 CUYD
8 SQYD
564 Each
3 Each
470 LF
(1) LS
1,029 LF
STPAA-0005(552)
Item No.
Description
Quantity
Page: 2
Units
703A002
4,257 SQFT
703B002
449 SQFT
703D001
705A030
94 Each
705A031
298 Each
705A032
143 Each
705A037
179 Each
705A038
72 Each
730H001
Loop Wire
740B000
Construction Signs
980 SQFT
740D000
Channelizing Drums
250 Each
740I002
2 Each
741C010
2 Each
742A001
2 Each
2,121 SQFT
9,735 LF
038
County: SUMTER
DBE Goal Percent:
3.00
Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-7 (US-11) from the
Sucarnoochee River Bridge (MP 16.582) to the intersection of SR-28 (MP 19.577) in
Livingston. Length 2.994 mi.
Description
Item No.
Quantity
Units
206D001
Removing Guardrail
175 LF
206E008
305B077
401B100
Bituminous Treatment E (With Polymer Additive)
405A000
Tack Coat
407B000
408A052
410H000
424A360
424B655
424B657
428A001
600A000
Mobilization
630A001
630C003
8 Each
630C050
7 Each
630C070
1 Each
665J002
Silt Fence
782 LF
665O001
Silt Fence Removal
782 LF
665Q002
Wattle
450 LF
698A000
701A227
6 Mile
701A230
5 Mile
701A244
5 Mile
701B207
701C000
10 Mile
701C001
33 Mile
701G146
2,070 LF
701G150
1,035 LF
701G154
701H002
2,741 LF
701H007
Broken Traffic Stripe Removed (Tape)
1,379 LF
703A002
8,003 SQFT
16 Each
454 Ton
38,069 SQYD
8,671 Gal
8 Mile
31,556 SQYD
1 Each
5,074 Ton
660 Ton
3,736 Ton
1 Mile
(1) LS
175 LF
(1) LS
1,560 LF
671 LF
STPAA-0007(541)
Item No.
Description
Quantity
Page: 2
Units
703B002
703D001
705A030
14 Each
705A032
358 Each
705A037
290 Each
705A038
103 Each
730H001
Loop Wire
730I001
Loop Detector Lead-In-Cable
740B000
Construction Signs
740D000
Channelizing Drums
740I002
2 Each
740O000
Pilot Car
1 Each
741C010
2 Each
430 SQFT
6,886 SQFT
5,642 LF
150 LF
1,156 SQFT
500 Each
040
County: TALLADEGA
DBE Goal Percent:
3.00
Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-76 from the junction of
SR-38 (US-231) in Childersburg to the junction of SR-21. Length 9.944 mi.
$5.00 per set.
Description
Item No.
209A000
Quantity
Units
6 Each
401B100
405A000
Tack Coat
167,000 SQYD
407B000
408A051
44,500 SQYD
408A052
123,100 SQYD
410H000
424A360
14,000 Ton
424A369
Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" Maximum
225 Ton
424B657
500 Ton
424B658
12,555 Ton
424B661
225 Ton
424B684
Superpave Bituminous Concrete Lower Binder Layer, Patching, 3/4" Maximum
300 Ton
8,400 Gal
11 Mile
1 Each
428A001
430B043
20 Mile
600A000
Mobilization
(1) LS
698A000
(1) LS
701A227
20 Mile
701A230
6 Mile
701A244
9 Mile
701B207
701C000
26 Mile
701C001
77 Mile
701G146
640 LF
701G150
320 LF
701H002
640 LF
701H007
320 LF
703A002
4,400 SQFT
703B002
600 SQFT
703D001
705A030
40 Each
705A032
750 Each
2,300 Ton
410 LF
7,000 SQFT
STPAA-0076(505)
Item No.
Description
Quantity
Page: 2
Units
705A037
675 Each
705A038
315 Each
740B000
Construction Signs
740O000
Pilot Car
740P000
Portable Rumble Strip
2,558 SQFT
1 Each
(1) LS
041
County: CULLMAN
DBE Goal Percent:
8.00
Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-91 from south of the
junction of CR-38 (MP 14.330) northeast of Colony to the intersection of SR-3 (US-31/MP
25.170) in Hanceville. Length 10.839 mi.
$8.00 per set.
Description
Item No.
Quantity
Units
206D000
Removing Pipe
20 LF
206D001
Removing Guardrail
206E013
Removing Guardrail End Anchor (Type 13)
7 Each
206E014
Removing Guardrail End Anchor (Type 2A)
4 Each
206E019
79 Each
210A000
210D000
Borrow Excavation
214A000
15 CUYD
214B001
11 CUYD
405A000
Tack Coat
407B000
408A052
408B000
410H000
420A015
Polymer Modified Open Graded Friction Course
2,051 Ton
420B000
Open Graded Friction Course Tack Coat
3,647 Gal
424A361
424C364
Superpave Bituminous Concrete Base Layer, Patching, 1" Maximum Aggregate Size
Mix, ESAL Range C/D
430B034
Aggregate Surfacing (ALDOT #57 Crushed Stone)
430B043
6,134 Ton
502A000
Steel Reinforcement
4,968 LB
524A010
Culvert Concrete
42 CUYD
535A080
18" Side Drain Pipe (Class 3 R.C.)
20 LF
600A000
Mobilization
(1) LS
619A101
2 Each
629D001
Bridge Guardrail Retrofit, Type C
4 Each
630A001
630C001
1 Each
630C003
11 Each
630C050
74 Each
630C070
4 Each
652A100
Seeding
1 Acre
656A010
Mulching
1 Acre
659C001
10,950 LF
8 CUYD
5,480 CUYD
12,000 Gal
24 Mile
11,111 SQYD
3,376 SQYD
1 Each
12,375 Ton
278 Ton
11 Ton
9,038 LF
595 SQYD
STPAA-0091(505)
Item No.
Description
Quantity
Page: 2
Units
698A000
(1) LS
701A227
22 Mile
701A230
11 Mile
701A244
701B207
701C000
9 Mile
135 LF
9 Mile
701C001
701G146
592 LF
701G150
180 LF
701G154
291 LF
701H002
882 LF
701H007
180 LF
703A002
869 SQFT
703B002
23 SQFT
703D001
705A030
705A032
311 Each
705A037
934 Each
740B000
Construction Signs
726 SQFT
740D000
Channelizing Drums
200 Each
740E000
200 Each
740I002
1 Each
740M001
Ballast For Cone
741C010
32 Mile
348 SQFT
10 Each
200 Each
1 Each
042
County: CULLMAN
DBE Goal Percent:
8.00
Description: for constructing the Planing, Resurfacing, and Traffic Stripe on CR-222 from the junction of
CR-410 to the Good Hope City Limits. Length 4.913 mi.
Description
Item No.
206E019
Quantity
Units
4 Each
401B100
405A000
Tack Coat
407B000
408A052
424A361
6,296 Ton
424B655
1,600 Ton
424B657
430B043
600A000
Mobilization
630A001
630C001
630C070
11 Each
698A000
(1) LS
701A030
9 Mile
701A034
7 Mile
701A044
Broken Yellow, Class 2T, Type A Traffic Stripe
2 Mile
701A227
1 Mile
701A230
2 Mile
701A244
2 Mile
701B009
Dotted, Class 2T, Type A Traffic Stripe (5" Wide)
701C000
701C001
703A002
1,096 SQFT
703B002
135 SQFT
740B000
Construction Signs
737 SQFT
740E000
100 Each
740M001
Ballast For Cone
100 Each
52,986 SQYD
3,467 Gal
5 Mile
16,354 SQYD
700 Ton
1,965 Ton
(1) LS
516 LF
1 Each
465 LF
4 Mile
9 Mile
045
Projects: STPAA-HSIP-0007(542)
County: GREENE
DBE Goal Percent:
3.00
Description: for constructing the Safety Widening, Planing, Resurfacing, and Traffic Stripe on SR-7
(US-11) from MP 44.654 in Eutaw to south of the junction of CR-208. Length 4.356 mi.
$6.00 per set.
Description
Item No.
206C010
Quantity
Units
110 SQYD
209A000
305B077
7 Each
401B108
Bituminous Treatment G (With Polymer Additive)
97,794 SQYD
405A000
Tack Coat
12,062 Gal
407B000
408A052
410H000
424A360
6,022 Ton
424A369
78 Ton
424B655
424B657
6,968 Ton
424B692
4,474 Ton
3,680 Ton
5 Mile
67,120 SQYD
1 Each
100 Ton
428A001
600A000
Mobilization
665J002
Silt Fence
500 LF
665O001
Silt Fence Removal
500 LF
665Q002
Wattle
500 LF
680A001
Geometric Controls
(1) LS
698A000
(1) LS
701A227
9 Mile
701A230
5 Mile
701A244
4 Mile
701B207
701C000
13 Mile
701C001
60 Mile
703A002
194 SQFT
703D001
388 SQFT
705A032
152 Each
705A037
367 Each
740B000
Construction Signs
914 SQFT
740D000
Channelizing Drums
250 Each
740O000
Pilot Car
9 Mile
(1) LS
133 LF
1 Each
049
Projects: STPAA-NR13(935)
County: MARSHALL
Description: for constructing the Curb Ramp Installations and Modifications on various routes at various
locations as indicated by the plans.
Description
Item No.
Quantity
Units
206C000
1,764 SQYD
517D000
Sidewalk Handrail
48 LF
600A000
Mobilization
(1) LS
618A000
1,809 SQYD
618B002
Concrete Driveway, 6" Thick
9 SQYD
618C000
832 SQFT
654A001
374 SQYD
665E000
Polyethylene
100 SQYD
665G000
Sand Bags
665Q002
Wattle
100 LF
674A000
100 LF
50 Each
680A001
Geometric Controls
703A002
740B000
Construction Signs
492 SQFT
740D000
Channelizing Drums
100 Each
740E000
200 Each
740M001
Ballast For Cone
200 Each
741C010
(1) LS
31,116 SQFT
2 Each
055
Projects: STPNU-1915(256)
County: COOSA
DBE Goal Percent:
3.00
Description: for constructing the Resurfacing and Traffic Stripe on CR-66 from the Goodwater City Limits
to the intersection of CR-49. Length 4.599 mi.
$3.00 per set.
Description
Item No.
Quantity
Units
401B108
405A000
Tack Coat
407B000
424A346
424B640
424B642
430B043
600A000
Mobilization
(1) LS
698A000
(1) LS
701A231
10 Mile
701A235
10 Mile
701C001
10 Mile
701G144
560 LF
701G152
560 LF
703A002
170 SQFT
705A037
608 Each
740B000
Construction Signs
306 SQFT
740O000
Pilot Car
48,016 SQYD
1,441 Gal
5 Mile
4,402 Ton
400 Ton
50 Ton
1,161 Ton
1 Each
056
County: HOUSTON
DBE Goal Percent:
3.00
Description: for constructing the Resurfacing and Traffic Stripe on CR-55 from south of the junction of
Noble Road to north of the Ashford City Limits. Length 6.102 mi.
$3.00 per set.
Description
Item No.
Quantity
Units
401A006
Bituminous Treatment G
405A000
Tack Coat
407B000
424A340
3,205 Ton
424A341
3,887 Ton
424B700
Aggregate Size mix, ESAL Range A/B
2,100 Ton
600A000
Mobilization
(1) LS
698A000
(1) LS
701C000
4 Mile
701C001
8 Mile
703D001
428 SQFT
740B000
Construction Signs
408 SQFT
740O000
Pilot Car
85,928 SQYD
3,437 Gal
6 Mile
1 Each
057
County: MONROE
DBE Goal Percent:
2.00
Description: for constructing the Resurfacing and Traffic Stripe on CR-49 from the Clarke County Line to
the end of the paved roadway approximately 5.6 miles south. Length 5.614 mi.
$3.00 per set.
Description
Item No.
Quantity
Units
405A000
Tack Coat
7,298 Gal
407B000
424A340
424B639
200 Ton
424B643
6,784 Ton
424C350
Mix, ESAL Range A/B
1,153 Ton
600A000
Mobilization
630A001
630C050
650A000
Topsoil
652A100
Seeding
8 Acre
656A010
Mulching
8 Acre
6 Mile
5,088 Ton
(1) LS
175 LF
4 Each
5,861 CUYD
665F000
Hay Bales
665J002
Silt Fence
1,000 LF
665O001
Silt Fence Removal
1,000 LF
698A000
(1) LS
701A231
12 Mile
701A235
9 Mile
701A245
3 Mile
701C000
3 Mile
701C001
705A032
150 Each
705A037
600 Each
740B000
Construction Signs
303 SQFT
740E000
25 Each
740M001
Ballast For Cone
25 Each
740O000
Pilot Car
50 Each
34 Mile
1 Each
060
Projects: STPAA-HSIP-0216(504)
County: TUSCALOOSA
DBE Goal Percent:
5.00
Description: for constructing the Safety Widening, Planing, Resurfacing, Guardrail, and Traffic Stripe on
SR-216 from east of the junction of Lock 17 Road in Brookwood to the junction of CR-9.
Length 4.010 mi.
$7.00 per set.
Description
Item No.
Quantity
Units
206D001
Removing Guardrail
1,125 LF
206E008
212A000
Machine Grading Shoulders
305B077
401B108
65,871 SQYD
405A000
Tack Coat
12,038 Gal
407B000
408A052
410H000
424A360
5,650 Ton
424A369
26 Ton
424B657
8,240 Ton
424B685
1,882 Ton
424B692
1,647 Ton
428A001
600A000
Mobilization
630A001
630C050
654A001
665J002
Silt Fence
3,551 LF
665O001
Silt Fence Removal
3,551 LF
665Q002
Wattle
3,300 LF
680A001
Geometric Controls
(1) LS
698A000
(1) LS
701A227
9 Mile
701A230
6 Mile
701A244
3 Mile
701C000
3 Mile
701C001
703A002
312 SQFT
703D002
936 SQFT
705A030
547 Each
6 Each
423 STA
1,319 Ton
5 Mile
56,461 SQYD
1 Each
8 Mile
(1) LS
1,125 LF
6 Each
500 SQYD
62 Mile
STPAA-HSIP-0216(504)
Item No.
Description
Quantity
Page: 2
Units
705A032
119 Each
705A037
951 Each
740B000
Construction Signs
957 SQFT
740D000
Channelizing Drums
200 Each
740I002
2 Each
740O000
Pilot Car
1 Each
742A001
2 Each
061
Projects: STPOA-0814(251)
County: CALHOUN
Description: for constructing the Resurfacing and Sidewalk Connection on the Chief Ladiga Trail in
Weaver. Length 2.497 mi.
$7.00 per set.
Description
Item No.
Quantity
Units
206C000
18 SQYD
210A000
32 CUYD
305B071
Coarse Aggregate, Section 801, For Miscellaneous Use
12 Ton
405A000
Tack Coat
618 Gal
424A346
958 Ton
424B639
200 Ton
430B043
216 Ton
600A000
Mobilization
(1) LS
610C001
27 Ton
610D003
618A000
620A000
205 SQYD
22 SQYD
2 CUYD
650A000
Topsoil
654A000
Solid Sodding
50 SQYD
5 CUYD
665E000
Polyethylene
25 SQYD
665J002
Silt Fence
50 LF
665N000
665O001
Silt Fence Removal
50 LF
665Q002
Wattle
50 LF
674A000
680A001
Geometric Controls
(1) LS
698A000
(1) LS
120 Ton
150 LF
701G249
210 LF
703A002
864 SQFT
703B002
346 SQFT
710A126
22 SQFT
710B021
Steel)
98 LF
740B000
Construction Signs
740D000
Channelizing Drums
25 Each
740E000
25 Each
740F002
4 Each
740G000
Barricades, Type I, (Portable, 24 Inches Wide)
4 Each
740I002
2 Each
262 SQFT
STPOA-0814(251)
Item No.
Description
Quantity
Page: 2
Units
740M001
Ballast For Cone
25 Each
770L005
Bollard,Complete In Place
26 Each
062
Projects: STPOA-0815(257)
County: CALHOUN
DBE Goal Percent:
3.00
Description: for constructing the Resurfacing and Traffic Stripe on Lenlock Lane from the junction of SR-1
(US-431) to the Anniston City Limits. Length 1.908 mi.
$5.00 per set.
Description
Item No.
Quantity
Units
206C010
40 SQYD
206D001
Removing Guardrail
206E008
401B108
405A000
Tack Coat
407B000
424A346
424B639
100 Ton
424B642
50 Ton
424C350
Mix, ESAL Range A/B
600A000
Mobilization
630A001
630C022
630C070
650A000
Topsoil
250 CUYD
652A100
Seeding
1 Acre
656A010
Mulching
1 Acre
698A000
701A231
5 Mile
701A235
3 Mile
701A245
2 Mile
701C000
3 Mile
740 LF
16 Each
29,697 SQYD
1,000 Gal
2 Mile
3,237 Ton
950 Ton
(1) LS
740 LF
4 Each
12 Each
(1) LS
701C001
703A002
850 SQFT
703D001
850 SQFT
705A032
57 Each
705A037
139 Each
740B000
Construction Signs
581 SQFT
740E000
40 Each
740M001
Ballast For Cone
40 Each
740O000
Pilot Car
6 Mile
1 Each
068
Projects: ST-049-042-010
County: MOBILE
Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-42 (US-98) from the
junction of Stimpson Lane to the intersection of SR-16 (US-90/Broad Street) in Mobile. Length
4.749 mi.
Description
Item No.
Quantity
Units
206C000
381 SQYD
206D003
614 LF
405A000
Tack Coat
407B000
408A052
410H000
424A360
13,016 Ton
424A369
1,169 Ton
424B653
25 Ton
424B657
100 Ton
600A000
Mobilization
17,193 Gal
17 Mile
171,926 SQYD
1 Each
(1) LS
618A000
621C161
Grate Inlets
682 SQYD
623C000
602 LF
654A002
Solid Sodding (St. Augustine)
284 SQYD
665Q002
Wattle
500 LF
674A000
680A001
Geometric Controls
(1) LS
698A000
(1) LS
701A227
15 Mile
701A230
14 Mile
701A239
14 Mile
701A244
6 Mile
701B207
701C000
38 Mile
701C001
56 Mile
701G142
713 LF
701G146
476 LF
701G154
476 LF
701H001
952 LF
701H006
713 LF
703A002
703A011
25 Each
1,000 LF
6,227 LF
9,558 SQFT
82 SQFT
ST-049-042-010
Item No.
Description
Quantity
Page: 2
Units
703B002
703B011
703C001
703D001
6,389 SQFT
703E001
1,893 SQFT
703H000
Specialty Traffic Control Markings
128 SQFT
705A030
116 Each
705A031
873 Each
705A032
661 Each
705A037
735 Each
705A038
188 Each
705A039
97 Each
730H001
Loop Wire
740B000
Construction Signs
740D000
Channelizing Drums
200 Each
740E000
200 Each
740M001
Ballast For Cone
200 Each
741C010
2 Each
742A001
2 Each
745A000
Uniformed Police Officer
1,893 SQFT
90 SQFT
172 SQFT
33,350 LF
1,591 SQFT
340 HOUR
070
Projects: 99-408-503-021-317
County: MONROE
Description: for constructing the Intersection Improvements (Turn Lane Installation) on SR-21 at the
intersection of CR-27 southwest of Monroeville. Length 0.335 mi.
Description
Item No.
Quantity
Units
201A002
2 Acres)
206C010
155 SQYD
206D000
Removing Pipe
244 LF
206E000
Removing Headwalls
3 Each
206E002
Removing Junction Boxes
1 Each
210A000
210D001
214A000
27 CUYD
214B001
13 CUYD
260A003
401A000
1,698 SQYD
405A000
Tack Coat
1,240 Gal
407B000
408A052
424A361
879 Ton
424A370
154 Ton
424B655
100 Ton
424B658
200 Ton
424B662
Superpave Bituminous Concrete Upper Binder Layer, Widening, 1" Maximum
295 Ton
424B692
295 Ton
428A001
430B043
673 Ton
530A102
40 LF
535B088
(1) LS
860 CUYD
2,796 CUYD
6 CUYD
1 Mile
7,449 SQYD
1 Mile
344 LF
600A000
Mobilization
602A000
(1) LS
610D003
619A003
619B016
22" Span, 14" Rise Roadway Pipe End Treatment, Class 1
620A000
650A000
Topsoil
785 CUYD
652A100
Seeding
2 Acre
2 Each
500 SQYD
2 Each
12 Each
1 CUYD
99-408-503-021-317
Item No.
Description
Quantity
Page: 2
Units
652C000
Mowing
2 Acre
656A010
Mulching
2 Acre
665B001
Temporary Mulching
6 Ton
665G000
Sand Bags
665J002
Silt Fence
665N000
665O001
Silt Fence Removal
665Q002
Wattle
680A001
Geometric Controls
(1) LS
698A000
(1) LS
701A227
1 Mile
701A230
1 Mile
701B207
701C003
703A002
1,834 SQFT
703B002
48 SQFT
703D002
705A030
26 Each
705A032
536 Each
705A037
15 Each
705A038
268 Each
740B000
Construction Signs
512 SQFT
740D000
Channelizing Drums
100 Each
740E000
100 Each
740M001
Ballast For Cone
100 Each
300 Each
2,450 LF
200 Ton
2,450 LF
600 LF
500 LF
3 Mile
1,027 SQFT
071
Projects: 99-503-690-000-102
County: JEFFERSON
Description: for the Maintenance Bridge Painting on SR-3 (US-31) at sites within the East Central Region
as indicated in the plans.
$2.00 per set.
Description
Item No.
Quantity
Units
521B000
Coating Existing Bridge At MP 272.050-1
(1) LS
521B001
Coating Existing Bridge At MP 272.050+1
(1) LS
521B002
Coating Existing Bridge At MP 272.100
(1) LS
600A000
Mobilization
(1) LS
665G000
Sand Bags
250 Each
665J002
Silt Fence
500 LF
665O001
Silt Fence Removal
500 LF
665Q002
Wattle
25 LF
698A000
(1) LS
740B000
Construction Signs
740D000
Channelizing Drums
741C010
1,157 SQFT
149 Each
2 Each

Notice To Contractors - ALDOT Project Letting Home

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