1

Schedule of Items

PAGE:Alabama Department of Transportation

CONTRACT ID: 20190125045 NH-HSIP-0001(603)

THE FOLLOWING ITEMS SHALL BE IN ACCORDANCE WITH THE ALABAMA DEPARTMENT OF TRANSPORTATIONSTANDARD SPECIFICATIONS, 2018 EDITION, EXCEPT AS MODIFIED BY SPECIAL PROVISIONS HERETO ATTACHED.

PROJECT(S):

ProposalLine

NumberItem ID

Description Cents

ApproximateQuantity and

Units Dollars

Bid Amount

Cents

Unit Price

Dollars

0001 TotalSECTION:

0010 206C000Removing Concrete Sidewalk SQYD

114.000_________._____ _________._____

0020 206D001Removing Guardrail LF

150.000_________._____ _________._____

0030 206D002Removing Curb LF

5,572.000_________._____ _________._____

0040 206D005Removing Gutter LF

48.000_________._____ _________._____

0050 206E008Removing Guardrail End Anchor (All Type) Each

24.000_________._____ _________._____

0060 210A000Unclassified Excavation CUYD

8.000_________._____ _________._____

0070 405A000Tack Coat Gal

11,787.000_________._____ _________._____

0080 407B000Joint Sealant For Hot Mix Asphalt Pavement Mile

11.000_________._____ _________._____

0090 408B001Micro-Milling Existing Pavement(Approximately 1.10"Thru 2.00" Thick)

SQYD147,308.000

_________._____ _________._____

0100 410H000Material Remixing Device Each

1.000_________._____ _________._____

0110 424A280Superpave Bituminous Concrete Wearing SurfaceLayer, 1/2" Maximum Aggregate Size Mix, ESALRange E

Ton9,755.000

_________._____ _________._____

0120 424A360Superpave Bituminous Concrete Wearing SurfaceLayer, 1/2" Maximum Aggregate Size Mix, ESALRange C/D

Ton409.000

_________._____ _________._____

0130 424A369Superpave Bituminous Concrete Wearing SurfaceLayer, Widening, 1/2" Maximum Aggregate Size Mix,ESAL Range C/D

Ton471.000

_________._____ _________._____

0140 424C364Superpave Bituminous Concrete Base Layer, Patching,1" Maximum Aggregate Size Mix, ESAL Range C/D

Ton500.000

_________._____ _________._____

0150 424C370Superpave Bituminous Concrete Base Layer,Widening, 1" Maximum Aggregate Size Mix, ESALRange C/D

Ton1,053.000

_________._____ _________._____

0160 428A001Scoring Bituminous Pavement Surface Mile

11.000_________._____ _________._____

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Schedule of Items

PAGE:Alabama Department of Transportation

CONTRACT ID: 20190125045 NH-HSIP-0001(603)

THE FOLLOWING ITEMS SHALL BE IN ACCORDANCE WITH THE ALABAMA DEPARTMENT OF TRANSPORTATIONSTANDARD SPECIFICATIONS, 2018 EDITION, EXCEPT AS MODIFIED BY SPECIAL PROVISIONS HERETO ATTACHED.

PROJECT(S):

ProposalLine

NumberItem ID

Description Cents

ApproximateQuantity and

Units Dollars

Bid Amount

Cents

Unit Price

Dollars

0170 430B043Aggregate Surfacing (1" Down, Crusher Run) Ton

2,295.000_________._____ _________._____

0180 454A000Cleaning And Sealing Concrete Pavement, Type I,Joints

LF10,000.000

_________._____ _________._____

0190 600A000Mobilization LUMP SUM _________._____LUMP SUM

0200 618A001Concrete Sidewalk, 6" Thick SQYD

103.000_________._____ _________._____

0210 623B005Concrete Curb, Type E LF

80.000_________._____ _________._____

0220 623C000Combination Curb & Gutter, Type C LF

48.000_________._____ _________._____

0230 629D003Bridge Guardrail Retrofit, Type SC Each

12.000_________._____ _________._____

0240 630A001Steel Beam Guardrail, Class A, Type 2 LF

1,050.000_________._____ _________._____

0245 630C003Guardrail End Anchor, Type 13 Each

12.000_________._____ _________._____

0250 630C080Guardrail End Anchor, Type 20 Series (MASH) Each

12.000_________._____ _________._____

0260 645K500Manhole Frame And Cover Reset Each

7.000_________._____ _________._____

0270 652A100Seeding Acre

1.000_________._____ _________._____

0280 656A010Mulching Acre

1.000_________._____ _________._____

0290 665A000Temporary Seeding Acre

1.000_________._____ _________._____

0300 665B001Temporary Mulching Ton

1.000_________._____ _________._____

0310 665Q002Wattle LF

1,000.000_________._____ _________._____

0320 666A001Pest Control Treatment Acre

1.000_________._____ _________._____

0330 680A001Geometric Controls LUMP SUM _________._____LUMP SUM

0340 698A000Construction Fuel (Maximum Bid Limited to $112,000.00)

LUMP SUM _________._____LUMP SUM

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3

Schedule of Items

PAGE:Alabama Department of Transportation

CONTRACT ID: 20190125045 NH-HSIP-0001(603)

THE FOLLOWING ITEMS SHALL BE IN ACCORDANCE WITH THE ALABAMA DEPARTMENT OF TRANSPORTATIONSTANDARD SPECIFICATIONS, 2018 EDITION, EXCEPT AS MODIFIED BY SPECIAL PROVISIONS HERETO ATTACHED.

PROJECT(S):

ProposalLine

NumberItem ID

Description Cents

ApproximateQuantity and

Units Dollars

Bid Amount

Cents

Unit Price

Dollars

0350 701A227Solid White, Class 2, Type A Traffic Stripe (5" Wide) Mile

9.000_________._____ _________._____

0360 701A230Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) Mile

8.000_________._____ _________._____

0370 701A239Broken White, Class 2, Type A Traffic Stripe (5" Wide) Mile

8.000_________._____ _________._____

0380 701A244Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) Mile

2.000_________._____ _________._____

0390 701B027Dotted, Class W, Type A Traffic Stripe (5" Wide) LF

1,050.000_________._____ _________._____

0400 701B059Dotted, Class W, Type A Traffic Stripe(Lane Drop 10"Wide)

LF1,150.000

_________._____ _________._____

0410 701B063Dotted, Class 2, Type A Traffic Stripe(Lane Drop 10"Wide)

LF1,290.000

_________._____ _________._____

0420 701B075Dotted, Class W, Type B Traffic Stripe, Black (LaneDrop 10" Wide)

LF1,150.000

_________._____ _________._____

0430 701B207Dotted, Class 2, Type A Traffic Stripe (5" Wide) LF

1,473.000_________._____ _________._____

0440 701C000Broken Temporary Traffic Stripe Mile

9.000_________._____ _________._____

0450 701C001Solid Temporary Traffic Stripe Mile

17.000_________._____ _________._____

0460 701G142Broken White, Class W, Type A Traffic Stripe (5" Wide) LF

221.000_________._____ _________._____

0470 701G146Solid White, Class W, Type A Traffic Stripe (5"Wide) LF

4,345.000_________._____ _________._____

0480 701G154Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) LF

2,782.000_________._____ _________._____

0490 701G161Broken Black, Class W, Type B Traffic Stripe (5" Wide) LF

583.000_________._____ _________._____

0500 701H002Solid Traffic Stripe Removed (Tape) LF

6,215.000_________._____ _________._____

0510 701H007Broken Traffic Stripe Removed (Tape) LF

2,616.000_________._____ _________._____

0520 703A002Traffic Control Markings, Class 2, Type A SQFT

7,481.000_________._____ _________._____

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Schedule of Items

PAGE:Alabama Department of Transportation

CONTRACT ID: 20190125045 NH-HSIP-0001(603)

THE FOLLOWING ITEMS SHALL BE IN ACCORDANCE WITH THE ALABAMA DEPARTMENT OF TRANSPORTATIONSTANDARD SPECIFICATIONS, 2018 EDITION, EXCEPT AS MODIFIED BY SPECIAL PROVISIONS HERETO ATTACHED.

PROJECT(S):

ProposalLine

NumberItem ID

Description Cents

ApproximateQuantity and

Units Dollars

Bid Amount

Cents

Unit Price

Dollars

0530 703A011Traffic Control Markings, Class W, Type A SQFT

1,211.000_________._____ _________._____

0540 703B002Traffic Control Legends, Class 2, Type A SQFT

1,234.000_________._____ _________._____

0550 703B011Traffic Control Legends, Class W, Type A SQFT

157.000_________._____ _________._____

0560 703D001Temporary Traffic Control Markings SQFT

2,091.000_________._____ _________._____

0570 705A030Pavement Markers, Class A-H, Type 2-C Each

762.000_________._____ _________._____

0580 705A031Pavement Markers, Class A-H, Type 1-A Each

200.000_________._____ _________._____

0590 705A037Pavement Markers, Class A-H, Type 2-D Each

254.000_________._____ _________._____

0600 705A038Pavement Markers, Class A-H, Type 2-E Each

220.000_________._____ _________._____

0610 730H001Loop Wire LF

12,236.000_________._____ _________._____

0620 730I001Loop Detector Lead-In-Cable LF

5,750.000_________._____ _________._____

0630 730K000Traffic Signal Junction Box Each

6.000_________._____ _________._____

0640 730L0052", Non-Metallic, Conduit LF

2,110.000_________._____ _________._____

0650 740B000Construction Signs SQFT

1,644.000_________._____ _________._____

0660 740D000Channelizing Drums Each

100.000_________._____ _________._____

0670 740E000Cones (36 Inches High) Each

100.000_________._____ _________._____

0680 740I002Warning Lights, Type B Each

2.000_________._____ _________._____

0690 740M001Ballast For Cone Each

100.000_________._____ _________._____

0700 741C010Portable Sequential Arrow And Chevron Sign Unit Each

2.000_________._____ _________._____

Section: 0001 _________._____Total:

Total Bid: _________._____

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S.P. Code

The Following Special Provisions are supplementary requirements and amendments to the Standard Specifications for

Special Provisions

Special Provision Description

Highway Construction. The requirements and amendments given in these Special Provisions take precedence over therequirements given in the Standard Specifications.

PROJECT NO(s). NH-HSIP-0001(603)ETOWAH COUNTY, ALABAMA

Alabama Department of Transportation

005/12 Form FHWA-1273 Required Contract Provisions Federal-Aid Construction Projects18-0003(1) Highway Construction Wage Rates in Blount, Calhoun, Etowah, Shelby, St. Clair and Tuscaloosa Counties18-0090 Title VI Assurance18-0091 Non-Discrimination Statutes and Authorities18-0097 Required Contract Provision for All Federal Aid Projects for EEO18-0104 Cross Slope on HMA Pavements (NHS)18-0107 Liquidated Damages18-0313 Load Restrictions for Hauling18-0314 Weight (Mass) Measurements18-0487 Disadvantaged Business Enterprise (DBE)

REVISED:1/9/19

DATE: JANUARY 4, 2019 SPECIAL PROVISIONS NO.: 18-0003(1)

General Decision Number: AL190002 01/04/2019 AL2 Superseded General Decision Number: AL20180002 State: Alabama Construction Type: Highway Counties: Blount, Calhoun, Etowah, Shelby, St Clair and Tuscaloosa Counties in Alabama. HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest areas projects, and railroad construction; bascule, suspension & spandrel arch bridges designed for commercial navigation; bridges involving marine construction; other major bridges). -----------(THE FOLLOWING NOTE DOES NOT APPLY TO THIS CONTRACT)------------- Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.60 for calendar year 2019 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.60 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2019. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate, if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/04/2019 * SUAL2011-001 01/04/2011

DATE: JANUARY 4, 2019 SPECIAL PROVISIONS NO.: 18-0003(1)

Rates Fringes Carpenter......................$ 13.88 Concrete finisher..............$ 13.26 Electrician....................$ 19.73 Laborers: Asphalt Raker...............$ 11.23 Concrete Laborer............$ 10.84 Grade Checker...............$ 12.58 Guardrail Erector...........$ 12.47 Pipe Layer..................$ 12.58 Side Rail/Form Setter.......$ 11.97 Traffic Control Specialist..$ 11.27 Unskilled...................$ 9.84 Power equipment operators: Aggregate Spreader..........$ 14.17 Asphalt Distributor.........$ 14.27 Asphalt Paver...............$ 11.85 Asphalt Spreader............$ 13.65 Backhoe, Clamshell, Dragline, and Shovel........$ 15.87 Broom (Sweeper).............$ 11.68 Bulldozer...................$ 14.73 Crane & Derrick.............$ 20.63 Front End Loader............$ 13.38 Mechanic....................$ 17.54 Milling Machine.............$ 12.31 Motor Grader and Motor Patrol......................$ 16.10 Oiler/Greaseman.............$ 13.33 Roller (Self-Propelled).....$ 12.38 Scraper.....................$ 13.00 Striping Machine............$ 15.20 Track Hoe/Excavator.........$ 14.64 Tractor and Loader (farm rubber tired)...............$ 11.40 Tractor/Loader (all other work).......................$ 11.22 Truck drivers: Multi-Rear Axle.............$ 12.25 Single Rear Axle............$ 11.54 ---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. ================================================================

DATE: JANUARY 4, 2019 SPECIAL PROVISIONS NO.: 18-0003(1)

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). ---------------------------------------------------------------- The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate). Union Rate Identifiers A four-letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

DATE: JANUARY 4, 2019 SPECIAL PROVISIONS NO.: 18-0003(1)

Survey Rate Identifiers Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. ----------------------------------------------------------------

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling

DATE: JANUARY 4, 2019 SPECIAL PROVISIONS NO.: 18-0003(1)

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. ================================================================ END OF GENERAL DECISION