J.3 Sample Project YELL 12(5).pdf

YELLOWSTONE, GRAND TETON, & SURROUNDING AREA MATOC

ATTACHMENT J.3 SAMPLE PROJECT

SAMPLE PROJECT: MT NPS YELL 12(5)

NORTHEAST ENTRANCE ROAD, SEED PROJECT

Bid Schedule, Special Contract Requirements, and Plans This solicitation cites

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14

This project uses U.S. Customary units of measure.

ISSUING OFFICE:

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

610 EAST FIFTH STREET

VANCOUVER, WA 98661-3801

Phone: (360) 619-7520 e-mail: wfl.contracts@dot.gov

QUICK INDEX

Page Item A-1 Bid Schedule B-1 General Wage Decision C-1 Special Contract Requirements mailto:wfl.contracts@dot.gov

SAMPLE PROJECT NAME MT NPS YELL 12(5)

NORTHEAST ENTRANCE ROAD, SEED PROJECT

BEGINNING AT SEE PLANS

ENDING AT SEE PLANS

LENGTH 1.4 MILES

NATIONAL PARK YELLOWSTONE NATIONAL PARK

COUNTY PARK

STATE MONTANA

A - 0

Bidder/Offeror please note: Before preparing the bid, carefully read the Solicitation Provisions. Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit price by the quantity for each pay item and show the amount bid. Should any mathematical check made by the Government show a mistake in the amount bid, the corrected unit price extension shall govern. When the word "LPSM" (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item. When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount. Total all of the amounts bid for each pay item and show the total bid amount.

Bid Schedule

Project No:MI NP MULTI PMS(1)

Project Name:Pavement Preservation Michigan

Page A - 1

Item No. Pay Item No. Description Quantity Unit Unit Price Amount

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0060 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE

1,678 LNFT $____________ $____________

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

21,759 LNFT $____________ $____________

A0160 15706-0200 SOIL EROSION CONTROL, CHECK DAM

100 EACH $____________ $____________

A0180 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

4 EACH $____________ $____________

A0200 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0220 20101-0000 CLEARING AND GRUBBING

9.3 ACRE $____________ $____________

A0240 20301-1200 REMOVAL OF HEADWALL

26 EACH $____________ $____________

A0260 20301-1900 REMOVAL OF PIPE CULVERT

15 EACH $____________ $____________

A0280 20301-2100 REMOVAL OF RESTROOM FACILITY

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Sample Project No:MT NPS YELL 12(5)

Sample Project Name:Northeast Entrance Road Seed Project

Page A - 2

A0300 20301-2400 REMOVAL OF SIGN

24 EACH $____________ $____________

A0320 20302-1300 REMOVAL OF GUARDRAIL, CONCRETE BARRIER

192 LNFT $____________ $____________

A0340 20401-0000 ROADWAY EXCAVATION

33,978 CUYD $____________ $____________

A0360 20402-0000 SUBEXCAVATION

9,465 CUYD $____________ $____________

A0380 20410-0000 SELECT BORROW

21,370 CUYD $____________ $____________

A0400 20435-2500 BACKFILL, PERMEABLE

5,625 CUYD $____________ $____________

A0420 20465-0000 CONSERVE AND PLACE BOULDER

13 EACH $____________ $____________

A0440 20701-0400 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE D

(NON-WOVEN)

17,785 SQYD $____________ $____________

A0460 21101-1000 ROADWAY OBLITERATION, METHOD 1

2,010 SQYD $____________ $____________

A0480 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

31 CUYD $____________ $____________

A0500 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

30 CUYD $____________ $____________

A0520 30103-2000 AGGREGATE BASE GRADING D

3,816 CUYD $____________ $____________

A0540 30201-2000 ROADWAY AGGREGATE, METHOD 2

23 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 3

A0560 30802-0000 RECYCLED AGGREGATE BASE

3,216 CUYD $____________ $____________

A0580 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

5,952 TON $____________ $____________

A0600 41201-0000 TACK COAT

11 TON $____________ $____________

A0620 41301-1000 ASPHALT PAVEMENT MILLING, 4-INCH DEPTH

19,431 SQYD $____________ $____________

A0640 60201-0600 18-INCH PIPE CULVERT

182 LNFT $____________ $____________

A0660 60201-0800 24-INCH PIPE CULVERT

429 LNFT $____________ $____________

A0680 60201-1000 36-INCH PIPE CULVERT

111 LNFT $____________ $____________

A0700 60404-1000 CATCH BASIN, FLH TYPE 1

4 EACH $____________ $____________

A0720 60409-0200 INLET TOP, METAL FRAME AND GRATE, FLH TYPE B

4 EACH $____________ $____________

A0740 60901-7000 CURB, LOG

389 LNFT $____________ $____________

A0760 60901-7000 CURB, LOG (6-INCH)

93 LNFT $____________ $____________

A0780 61501-0200 SIDEWALK, COLORED CONCRETE

11 SQYD $____________ $____________

A0800 61501-1100 SIDEWALK, ASPHALT

22 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 4

A0820 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A WOOD POSTS

1,965 LNFT $____________ $____________

A0840 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT

4 EACH $____________ $____________

A0860 61904-0000 BOLLARD POST (WOODEN, REMOVABLE)

11 EACH $____________ $____________

A0880 62011-0300 STONE MASONRY HEADWALL FOR 18-INCH PIPE CULVERT

2 EACH $____________ $____________

A0900 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

13 EACH $____________ $____________

A0920 62011-0700 STONE MASONRY HEADWALL FOR 36-INCH PIPE CULVERT

4 EACH $____________ $____________

A0940 62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY

60 HOUR $____________ $____________

A0960 62201-0500 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

4-WHEEL DRIVE

20 HOUR $____________ $____________

A0980 62201-1350 BULLDOZER, 200HP MINIMUM FLYWHEEL POWER

40 HOUR $____________ $____________

A1000 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE

20 HOUR $____________ $____________

A1020 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER MOUNTED, 1.0 CUBIC YARD MINIMUM

CAPACITY WITH THUMB ATTACHMENT

50 HOUR $____________ $____________

A1040 62301-0000 GENERAL LABOR

40 HOUR $____________ $____________

A1060 62302-0000 SPECIAL LABOR (STONE MASON)

40 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 5

A1080 62406-0200 PLACING CONSERVED TOPSOIL, 3-INCH DEPTH

7.8 ACRE $____________ $____________

A1100 62510-2000 SEEDING, HYDRAULIC METHOD (SEED MIX A)

7.8 ACRE $____________ $____________

A1120 62515-2000 MULCHING, HYDRAULIC METHOD

7.8 ACRE $____________ $____________

A1140 63302-0000 SIGN SYSTEM

88 SQFT $____________ $____________

A1160 63315-0000 RUMBLE STRIP

147 SQYD $____________ $____________

A1180 63316-1000 REMOVE AND RESET SIGN

14 EACH $____________ $____________

A1200 63318-1000 SNOW POLE HOLDER

85 EACH $____________ $____________

A1220 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE)

29,530 LNFT $____________ $____________

A1240 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW)

30,970 LNFT $____________ $____________

A1260 63401-0450 PAVEMENT MARKINGS, TYPE B, DOTTED (WHITE)

1,444 LNFT $____________ $____________

A1280 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW

4 EACH $____________ $____________

A1300 63502-0400 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 1

26 EACH $____________ $____________

A1320 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

10 EACH $____________ $____________

A1340 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

90 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 6

A1360 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

20 EACH $____________ $____________

A1380 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

13 EACH $____________ $____________

A1400 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

13 EACH $____________ $____________

A1420 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

2 EACH $____________ $____________

A1440 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

1 EACH $____________ $____________

A1460 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

2,435 LNFT $____________ $____________

A1480 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

7,302 LNFT $____________ $____________

A1500 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

421 SQFT $____________ $____________

A1520 63504-2000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS, SYMBOLS AND

LETTERS

22 SQFT $____________ $____________

A1540 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

730 HOUR $____________ $____________

A1560 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

70 HOUR $____________ $____________

A1580 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

73 DAY $____________ $____________

A1600 63601-2000 SYSTEM INSTALLATION, LIGHTING

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

Page A - 7

A1620 63601-6000 SYSTEM INSTALLATION, TRAFFIC DETECTOR SYSTEM

ALL LPSM $___LPSM_____ $____________

A1640 63610-1600 CONDUIT, 2-INCH, PVC

7,302 LNFT $____________ $____________

A1660 63640-0100 RELOCATE LUMINAIRES

ALL LPSM $___LPSM_____ $____________

A1680 63640-0200 RELOCATE SIGNAL SYSTEM (OVERHEIGHT DETECTION)

ALL LPSM $___LPSM_____ $____________

A1700 64603-1000 FIXTURE, VAULT TOILET

1 EACH $____________ $____________

A1720 64620-0600 REMOVE AND RESET TRASH RECEPTACLE

1 EACH $____________ $____________

A1740 64703-1000 MITIGATION, LANDSCAPING LOG

16 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

B-1

General Wage Decision Sample Project: MT NPS YELL 12(5), Northeast Entrance Road, Seed Project

General Decision Number: MT20230079 04/28/2023

State: Montana

Construction Type: Highway

Counties: Montana Statewide.

HIGHWAY CONSTRUCTION PROJECTS

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under

Executive Order 14026 or Executive Order 13658. Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related

Acts, including those set forth at 29 CFR 5.1(a)(2)-(60).

|If the contract is entered |- Executive Order 14026 |

|into on or after January 30, | generally applies to the |

|2022, or the contract is | contract. |

|renewed or extended (e.g., an |- The contractor must pay |

|option is exercised) on or | all covered workers at |

|after January 30, 2022: | least $16.20 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 2023. |

|If the contract was awarded on|- Executive Order 13658 |

|or between January 1, 2015 and| generally applies to the |

|January 29, 2022, and the | contract. |

|contract is not renewed or |- The contractor must pay all| |extended on or after January | covered workers at least |

|30, 2022: | $12.15 per hour (or the |

| | applicable wage rate listed|

| | on this wage determination,|

| | if it is higher) for all |

| | hours performing on that |

| | contract in 2023. |

B-2

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at http://www.dol.gov/whd/govcontracts.

Modification Number Publication Date

0 04/28/2023

SUMT2023-001 04/01/2022

Rates Fringes

CARPENTER

Carpenter/Piledriverman.....$ 36.05 14.23

Millwright..................$ 40.87 14.70

CEMENT MASON/CONCRETE FINISHER...$ 33.41 16.51

DIVER

Diver Tender................$ 45.30 18.38

Diving......................$ 92.66 18.38

Stand-By....................$ 46.33 18.38

The tender shall receive 2 hours at the straight time pay rate per shift for dressing and/or undressing when work is done under hyperbaric conditions.

Depth Pay (Surface Diving):

0-20 ft.: Free zone

>20-100 ft.: $2.00 per ft.

>100-150 ft.: $3.00 per ft.

>150-220 ft.: $4 00 per ft.

>220 ft.: $5.00 per ft.

Diving in Enclosures (Diver Only):

0-25 ft.: Free zone

>25-300 ft.: $1.00 per ft.

ELECTRICIAN (LINE

http://www.dol.gov/whd/govcontracts

B-3

CONSTRUCTION)

Equipment Operator..........$ 38.38 18.60

Groundman...................$ 29.96 17.64

Lineman.....................$ 50.11 19.88

ELECTRICIAN

All Areas...................$ 39.08 20.00

IRONWORKER.......................$ 30.43 25.22

LABORER

Group 1.....................$ 27.71 12.36

Group 2.....................$ 30.87 12.36

Group 3.....................$ 31.10 12.36

Group 4.....................$ 32.12 12.36

GROUP 1: Flag Person

GROUP 2: All General Labor work; Burning Bar; Bucket Man;

Carpenter Tender; Caisson Worker; Cement Mason Tender; Cement

Handler (dry); Chuck Tender; Choker Setter; Concrete Worker;

Curb Machine-Lay Down; Crusher and Batch Plant Worker; Fence

Erector; Form Setter; Form Stripper; Heater Tender;

Landscaper; Pipe Wrapper; Pot Tender; Powderman Tender; Rail and Truck Loaders and Unloaders; Riprapper; Sealants for

Concrete and other materials; Sign Erection, Guard Rail and

Jersey Rail;

Stake Jumper; Spike Driver; Signalman; Tail Hoseman; Tool

Checker and Houseman; Traffic Control Worker

GROUP 3: Concrete Vibrator; Dumpman (Grademan); Equipment

Handler; Geotextile and Liners; High-Pressure Nozzleman;

Jackhammer (Pavement Breaker); Laser

Equipment; Non-riding Rollers; Pipelayer; Posthole Digger

(power); Power Driven Wheelbarrow; Rigger; Sandblaster; Sod-

Cutter-power; Tampers

GROUP 4: Asphalt Raker; Cutting Torch; Grade Setter; High-

Scaler; Power Saws (Faller & Concrete); Powderman ($1.00 per hour above Group 4 rate); Rock & Core Drill; Track or Truck

Mounted Wagon Drill; Welder including Air Arc

PAINTER..........................$ 36.00 12.84

B-4

POWER EQUIPMENT OPERATOR:

Group 1.....................$ 32.47 12.77

Group 2.....................$ 34.55 12.77

Group 3.....................$ 35.70 12.77

Group 4.....................$ 36.67 12.77

Group 5.....................$ 38.05 12.77

Group 6.....................$ 39.27 12.77

Group 7.....................$ 41.95 12.77

GROUP 1: Air Compressor; Auto Fine Graders; Belt Finishing

Machine; Boring Machine (small); Cement Silo; Crane, A-Frame

Truck Crane; Crusher Conveyor; DW-10, 15, and 20 Tractor

Roller; Farm Tractor; Forklift; Form Grader; Front End Loader

Under 1 CU Yard; Heavy Duty Drills; Herman Nelson Heater;

Mulching Machine; Oiler, All Except Cranes & Shovels; Pumpman

GROUP 2: Air Doctor; Backhoe/Excavator/Shovel to and including 3 CU Yard; Bit Grinder; Bituminous Paving Travel

Plant; Boring Machine Large; Broom, Self-Propelled; Concrete

Travel Batcher; Concrete Float & Spreader; Concrete Bucket

Dispatcher;

Concrete Finish Machine; Concrete Conveyor; Distributor;

Dozer; Rubber-Tired, Push & Side Boom; Elevating

Grader/Gradall; Field Equipment Serviceman; Front End Loader 1

CU Yard to including 5 CU Yard; Grade Setter; Heavy Duty

Drills, All Types;

Hoist/Tugger, All; Hydralift & Similar; Industrial Locomotive;

Motor Patrol, Except Finish; Mountain Skidder; Oiler - Cranes

& Shovels; Pavement Breaker, EMSCO; Power Saw, Self-Propelled;

Pugmill; Pumpcrete/Grout Machine; Punch Truck; Roller, Other

Than Asphalt; Roller, Sheepsfoot, Self-Propelled; Roller, 25

Tons and Over; Ross Carrier; Rotomill Under 6 Ft; Trenching

Machine; Washing/Screening Plant

GROUP 3: Asphalt Paving Machine; Asphalt Screed;

Backhoe/Excavator/Shovel Over 3 CU Yard; Cableway Highline;

Concrete Batch Plant; Concrete Curing Machine; Concrete Pump;

Cranes; Creter; Cranes, Electric Overhead; Cranes 24 Tons and

Under; Curb Machine/Slip Form Paver; Finish Dozer; Front End

Loader Over 5 CU Yard; Mechanic/Welder; Pioneer Dozer; Roller

Asphalt (Breakdown & Finish); Rotomill, Over 6 FT; Scraper, Single, Twin or Pulling Belly Dump; Yo-Yo Cat

GROUP 4: Asphalt/Hot Plant Operator, Cranes, 25 Tons to 44

B-5

Tons; Crusher Operator; Finish Motor Patrol; Finish Scraper

GROUP 5: Cranes, 45 Tons To Including 74 Tons

GROUP 6: Cranes, 75 Tons To Including 149 Tons; Crane, Whirley (All)

GROUP 7: Cranes, 150 Tons To Including 250 Tons (Add $ 1.00

For Every 100 Tons Over 250 Tons; Crane, Tower (All)

TRUCK DRIVER

Group 1.....................$ 28.21 12.57

Group 2.....................$ 35.74 12.57

GROUP 1: Pilot Car

GROUP 2: Combination Truck and Concrete Mixer and Transit

Mixer; Dry Batch Trucks; Distributor Driver; Dumpman; Dump

Trucks and Similar Equipment; Dumpster; Flat Trucks; Lumber

Carriers; Lowboys; Pickup; Powder Truck Driver; Power Boom;

Serviceman; Service Truck/Fuel Truck/ Tireperson; Truck

Mechanic; Trucks With Power Equipment; Warehouseman, Partsman, Cardex and Warehouse Expeditor; Water Trucks

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

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 https://www.dol.gov/agencies/whd/government-contracts.

https://www.dol.gov/agencies/whd/government-contracts

B-6

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.

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

B-7 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

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National

Office because National Office has 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:

B-8

Sample Project: MT NPS YELL 12(5), Northeast Entrance Road, Seed Project

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

ii

Special Contract Requirements

Sample Project: MT NPS YELL 12(5), NORTHEAST ENTRANCE ROAD, SEED PROJECT

04/02/21

ATTENTION

The following Special Contract Requirements (SCRs) are only a portion of the specifications for this project. These SCRs amend and supplement the Standard Specifications for Construction of

Roads and Bridges on Federal Highway Projects, FP-14. The FP-14 is a separately published book. In order to understand the solicitation properly you need to have the FP-14 as well as this packet. Pay particular attention to the provisions of Subsection 104.04 in the FP-14 that explain how each of the many contract documents fit together.

One printed copy of the FP-14 will be distributed to the successful bidder.

To view the FP-14 electronically, go to:

https://highways.dot.gov/federal-lands/specs

A single paper copy can also be obtained from the Research & Technology Product Distribution

Center (RTPDC) by e-mail report.center@dot.gov, phone 814-239-1160, or fax 814-239-2156.

https://highways.dot.gov/federal-lands/specs mailto:report.center@dot.gov iii

Sample Project: MT NPS YELL 12(5), NORTHEAST ENTRANCE ROAD, SEED PROJECT

(This page intentionally left blank) iv

Sample Project: MT NPS YELL 12(5), NORTHEAST ENTRANCE ROAD, SEED PROJECT

SCR TABLE OF CONTENTS

SPECIAL CONTRACT REQUIREMENTS (SCR)

The following Special Contract Requirements amend and supplement the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-14), U.S. Department of Transportation, Federal Highway Administration.

DIVISION 100 GENERAL REQUIREMENTS

Section 101. — TERMS, FORMAT, AND DEFINITIONS ................................................... C-1 Section 103. — SCOPE OF WORK ......................................................................................... C-4

Section 104. — CONTROL OF WORK .................................................................................. C-7 Section 105. — CONTROL OF MATERIAL ........................................................................ C-11 Section 106. — ACCEPTANCE OF WORK ......................................................................... C-16

Section 107. — LEGAL RELATIONS AND

RESPONSIBILITY TO THE PUBLIC ....................................................... C-18 Section 108. — PROSECUTION AND PROGRESS ........................................................... C-31

Section 109. — MEASUREMENT AND PAYMENT ......................................................... C-34

DIVISION 150 PROJECT REQUIREMENTS

Section 151. — MOBILIZATION .......................................................................................... C-40 Section 152. — CONSTRUCTION SURVEY AND STAKING ......................................... C-41 Section 153. — CONTRACTOR QUALITY CONTROL .................................................... C-45

Section 154. — CONTRACTOR SAMPLING AND TESTING ......................................... C-51 Section 155. — SCHEDULES FOR CONSTRUCTION CONTRACTS ............................ C-52 Section 156. — PUBLIC TRAFFIC ....................................................................................... C-62

Section 157. — SOIL EROSION AND SEDIMENT CONTROL ....................................... C-66

DIVISION 200 EARTHWORK

Section 201. — CLEARING AND GRUBBING ....................................................................D-1 Section 203. — REMOVAL OF STRUCTURES AND OBSTRUCTIONS .........................D-3 Section 204. — EXCAVATION AND EMBANKMENT ......................................................D-6

Section 208. — STRUCTURE EXCAVATION AND BACKFILL FOR

SELECTED MAJOR STRUCTURES ........................................................D-11 Section 211. — ROADWAY OBLITERATION ...................................................................D-12

DIVISION 300 AGGREGATE AND BASE COURSES

Section 301. — UNTREATED AGGREGATE COURSES .................................................D-15

Section 302. — MINOR CRUSHED AGGREGATE ...........................................................D-21 Section 308. — RECYCLED AGGREGATE BASE (ADDED SECTION) .......................D-23 v

Sample Project: MT NPS YELL 12(5), NORTHEAST ENTRANCE ROAD, SEED PROJECT

DIVISION 400 ASPHALT PAVEMENTS AND SURFACE TREATMENTS

Section 401. — ASPHALT CONCRETE PAVEMENT BY GYRATORY MIX

DESIGN METHOD ......................................................................................D-25

DIVISION 550 BRIDGE CONSTRUCTION

Section 563. — PAINTING.....................................................................................................D-39

DIVISION 600 INCIDENTAL CONSTRUCTION

Section 609. — CURB AND GUTTER .................................................................................D-42

Section 617. — GUARDRAIL ................................................................................................D-43 Section 619. — FENCES, GATES, CATTLE GUARDS AND BOLLARDS ....................D-44 Section 620. — STONE MASONRY .....................................................................................D-45

Section 622. — RENTAL EQUIPMENT ...............................................................................D-50 Section 623. — GENERAL LABOR ......................................................................................D-52 Section 624. — TOPSOIL .......................................................................................................D-53

Section 625. — TURF ESTABLISHMENT ..........................................................................D-55 Section 626. — PLANTS, TREES, SHRUBS, VINES, AND GROUNDCOVERS ...........D-57 Section 627. — SOD ................................................................................................................D-59

Section 633. — PERMANENT TRAFFIC CONTROL ........................................................D-60 Section 634. — PERMANENT PAVEMENT MARKINGS ................................................D-62 Section 635. — TEMPORARY TRAFFIC CONTROL ........................................................D-63

Section 636. — TRAFFIC SIGNAL, TRAFFIC COUNTER, LIGHTING, AND

ELECTRICAL SYSTEMS...........................................................................D-66 Section 646. — ROADSIDE DEVELOPMENT (ADDED SECTION) ..............................D-71

Section 647. — ENVIRONMENTAL MITIGATION (ADDED SECTION) .....................D-83

DIVISION 700 MATERIAL

Section 702. — ASPHALT MATERIAL ................................................................................. E-1 Section 703. — AGGREGATE ................................................................................................. E-2 Section 704. — SOIL ................................................................................................................. E-5

Section 705. — ROCK ............................................................................................................... E-6 Section 708. — PLASTIC PIPE ................................................................................................ E-7 Section 710. — FENCE AND GUARDRAIL ......................................................................... E-8

Section 713. — ROADSIDE IMPROVEMENT MATERIAL ............................................. E-10 Section 716. — MATERIAL FOR TIMBER STRUCTURES ............................................. E-13 Section 718. — TRAFFIC SIGNING AND MARKING MATERIAL ............................... E-14

Section 719. — PAINT ............................................................................................................ E-15 Section 721. — ELECTRICAL AND ILLUMINATION MATERIAL............................... E-16 Section 725. — MISCELLANEOUS MATERIAL ............................................................... E-23 vi

Sample Project: MT NPS YELL 12(5), NORTHEAST ENTRANCE ROAD, SEED PROJECT

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C-1

Sample Project: MT NPS YELL 12(5), NORTHEAST ENTRANCE ROAD, SEED PROJECT

DIVISION 100

GENERAL REQUIREMENTS

Section 101. — TERMS, FORMAT, AND DEFINITIONS

11/08/21– FP-14

101.03 Abbreviations. Add the following to paragraph (a):

AMS-STD – Aerospace Material Specification Standard

DBH – Diameter at Breast Height

NPS – National Park Service

OHWM or OHW – Ordinary High-Water Mark

SAE – Society of Automotive Engineers

YNP – Yellowstone National Park

101.04 Definitions. Amend as follows:

Delete the text of the following definitions and substitute the following:

Award — The written acceptance of an offeror’s proposal by the CO.

Bid — When used in a project package, carries the same meaning as Offer.

Bidder — When used in a project package, carries the same meaning as Offeror.

Bid Guarantee — A form of security assuring that the offeror will not withdraw an offer within the period specified for acceptance and will execute a written Task Order and furnish required bonds.

Bid Schedule — The prepared schedule included with the offer forms, containing the estimated quantities of pay items for which unit prices are requested.

Contract — The written agreement between the Government and the Contractor setting forth the obligations of the parties for the ordering of, performance of, and payment for, the prescribed work. Refers to both the Basic Contract and the Task Orders.

Contract Time — The specified time allowed for completion of all Task Order work.

Notice to Proceed — Written notice to the Contractor to begin the Task Order work.

C-2 DIVISION 100

Sample Project: MT NPS YELL 12(5), NORTHEAST ENTRANCE ROAD, SEED PROJECT

Pay Item — A specific item of work for which a unit price is provided in the Task Order.

Payment Bond — The security executed by the Contractor and surety or sureties and furnished to the Government to ensure payments as required by law to all persons supplying labor or material according to the Task Order.

Performance Bond — The security executed by the Contractor and surety or sureties and furnished to the Government to guarantee completion of the Task Order work.

Project — The specific section of the highway or other property on which construction is to be performed under the Task Order.

Solicitation — The complete assembly of documents (whether attached or incorporated by reference) furnished to prospective offerors.

Surety — An individual or corporation legally liable for the debt, default, or failure of a Contractor to satisfy a Task Order obligation.

Work — The furnishing of labor, material, equipment, and other incidentals required to successfully complete the project according to the Task Order.

Add the following:

Basic Contract — The Indefinite Delivery, Indefinite Quantity (IDIQ) contract which is a written agreement between the Government and the Contractor(s) setting forth the general obligations of the parties for the ordering of, performance of, and payment for, the work to be performed under the subsequent Task Orders.

Holidays — Holidays occur on the following days:

• 1st day of January - New Years’ Day;

• 3rd Monday of January - Martin Luther King, Jr. Day;

• 3rd Monday of February - Presidents' Day;

• Last Monday of May - Memorial Day;

• 19th day of June – Juneteenth National Independence Day;

• 4th day of July - Independence Day;

• 1st Monday of September - Labor Day;

• 2nd Monday of October - Columbus Day;

• 11th day of November – Veterans’ Day;

• 4th Thursday of November - Thanksgiving Day;

• 25th day of December - Christmas Day;

• Other days declared holidays by the Congress or the President; and

C-3 DIVISION 100

Sample Project: MT NPS YELL 12(5), NORTHEAST ENTRANCE ROAD, SEED PROJECT

• If a holiday occurs on a Saturday, the preceding Friday is also a legal holiday. If a holiday occurs on a Sunday, the Monday following is also a legal holiday.

In-Water Work — Work below the ordinary high-water mark (OHWM or OHW).

Offer — A written proposal by an offeror to perform work at a proposed price.

Offeror — Any individual or legal entity submitting an offer.

Pneumatic Roller — Self-propelled compaction device with smooth pneumatic tires staggered in position to provide overlap between the front and rear tires.

Task Order — An order for a specific level of work that may or may not be related to one or more projects.

C-4 DIVISION 100

Sample Project: MT NPS YELL 12(5), NORTHEAST ENTRANCE ROAD, SEED PROJECT

Section 103. — SCOPE OF WORK

04/03/20– FP-14

103.01 Intent of Contract. Add the following:

Additional work on sites within or in the vicinity of the project may be requested by the CO. Such work generally will be in response to natural disasters. Provide cost proposals and perform work as ordered by the CO.

103.05 Partnering. Delete the text of this subsection and insert the following:

To facilitate this contract, the CO offers to participate in a partnership with the Contractor. This partnership draws on the strengths of each organization to identify and achieve reciprocal goals.

Partnering strives to resolve problems in a timely, professional, and non-adversarial manner. If problems result in disputes, partnering encourages, but does not require, alternative dispute resolution instead of the formal claim process. The objective is effective and efficient contract performance to achieve a quality project within budget and on schedule.

Acceptance of this partnering offer by the Contractor is optional, and the partnership is bilateral.

(a) Formal partnering. If the formal partnering offer is accepted, mutually agree with the CO on the level of organizational involvement and the need for a professional to facilitate the partnering process. Engage the facilitator and other resources for key Contractor representatives and the CO to attend a partnership development and team-building workshop usually between the time of award and the Notice to Proceed. Hold additional progress meetings upon mutual agreement.

The direct cost of formal partnering facilities, professional facilitation, copying fees, and other miscellaneous costs directly related to partnering meetings will be shared by the Contractor and Government. Secure and pay for facilities, professional fees, and miscellaneous requirements. Submit invoices to the CO. The Government will reimburse the Contractor for

50 percent of the agreed costs incurred for the formal partnering process. The Government’s share will not exceed $5,000.

Each party is responsible for making and paying for its own travel, lodging, and meal arrangements. No time extension for the completion of the project will be made for the use of formal partnering.

(b) Informal partnering. If the informal partnering offer is accepted, mutually agree with the

CO on the timing and substance of an informal Partnering meeting.

Costs of implementing and maintaining the informal partnership are the responsibility of the party incurring the cost.

C-5 DIVISION 100

Sample Project: MT NPS YELL 12(5), NORTHEAST ENTRANCE ROAD, SEED PROJECT

103.06 Electronic Documentation. (Added Subsection).

After award of the contract, provide all written documents in pdf format, or an approved fixed-layout electronic format.

In addition to electronic documents, provide paper copies of the following documents and as requested by the CO:

(a) Documents required under Section 102;

(b) Drawings required under Subsection 104.03;

(c) ESCP/SWPPP of Record required under Subsection 107.01A;

(d) Weight records required under Subsection 109.03;

(e) Receiving records required under Subsection 109.04;

(f) Final voucher and release of claims required under Subsection 109.09;

(g) WFLHD 470 forms required under Section 153;

(h) Construction schedules required under Section 155; and,

(i) Concrete batch tickets required under Subsection 552.09.

Provide documents in their native file format (the format produced by the software that the document was created in) upon request.

Provide a resolution quality where color, text, and lines are clearly discernible. Submit each document in an individual file. Name files with a unique document name that includes the document date, document description, and project number, in the following format or as requested by the CO:

MMDDYYYY_item description_project number; where: MMDDYYYY = month, day, and year.

Deliver electronic documents to the email address identified at the preconstruction conference or otherwise amended in writing by the CO. Limit the size of emailed documents to 20MB. If a document cannot be split or reduced below 20MB, then the CO will provide guidance on how to deliver the documents electronically, or a paper copy may be required. Documents delivered on removable media (compact disc, USB memory stick, etc.) will not be accepted. Documents delivered after 5:00 pm local time will be considered received at 7:00 am on the following business day.

The CO will reject without review any documents that are unreadable or corrupted, illegible, or include malicious content.

C-6 DIVISION 100

Sample Project: MT NPS YELL 12(5), NORTHEAST ENTRANCE ROAD, SEED PROJECT

Provide one paper copy of each document upon request, unless more paper copies are specified.

103.07 Signatures for Electronic Documentation. (Added Subsection).

(a) Definitions.

(1) Electronic Signature – A computer data compilation of any symbol or series of symbols executed, adopted, or authorized by an individual to be the legally binding equivalent of the individual’s handwritten signature.

(2) Wet Signature – A signature of ink from pen, or a scanned copy of an actual signature of ink from pen.

(b) Sign documents requiring a signature by electronic signature or by wet signature.

Unless the CO requests a wet signature, an electronic signature may be provided. Assume responsibility for the validity of electronic signatures. The Government will assume that the authorized individual’s electronic signature is authentic.

Provide electronic signatures in the following formats:

(1) A digital signature from an encryption application;

(2) A digitized image of a paper signature; or

(3) Any other unique form or individual identification that can be used as a means of authenticating a record, record entry, or document.

If signing a document by wet signature, scan the complete document into an electronic format.

C-7 DIVISION 100

Sample Project: MT NPS YELL 12(5), NORTHEAST ENTRANCE ROAD, SEED PROJECT

Section 104. — CONTROL OF WORK

06/15/2022– FP-14

104.03 Specifications and Drawings. Amend as follows:

Delete the first paragraph of Subsection (a) and substitute the following:

(a) General. Submittals include both documents and drawings required to construct the work.

Review submittals for accuracy, completeness, and compliance with the contract. Verify submittals according to Section 153. Submittals that do not include evidence of Contractor verification may be returned for resubmission.

Submit documents in an electronic format for approval. Submit drawings in both paper and electronic format for approval. See Subsection 103.06.

Time for approval starts over when submittals are returned for revision or if additional information is requested by the CO. Do not perform work related to submitted documents or drawings before approval of the CO. Obtain written approval before changing or deviating from the approved submittals.

Delete Subsection (a)(1) and substitute the following:

(1) Documents other than drawings. Documents other than drawings include descriptive literature, illustrations, schedules, performance and test data, certifications, and similar material submitted by the Contractor to certify or explain, in detail, specific portions of the work required by the Contract. Allow 14 days for approval by the CO unless otherwise specified.

Delete the first sentence in the last paragraph of Subsection (a)(2) and substitute the following:

Submit 3 paper sets of drawings, and an electronic set of drawings with supporting calculations.

104.04 Coordination of Contract Documents. Delete the text of this Subsection and substitute the following:

The FAR, TAR, Basic Contract, special contract requirements, plans, and standard specifications are contract documents. A requirement in one document is binding as though occurring in all the contract documents. The contract documents are intended to be complementary and to describe and provide for a complete contract. In case of discrepancy, calculated and shown dimensions govern over scaled dimensions. The contract documents govern in the following order:

(a) Federal Acquisition Regulations;

(b) Transportation Acquisition Regulations;

(c) Basic IDIQ Contract;

(d) Special Contract Requirements (SCRs);

C-8 DIVISION 100

Sample Project: MT NPS YELL 12(5), NORTHEAST ENTRANCE ROAD, SEED PROJECT

(e) Plans; and

(f) Standard specifications.

104.05 Load Restrictions. Amend as follows:

Add the following:

Unless otherwise permitted, do not operate equipment or vehicles that exceed the legal load limits over new or existing structures. Submit a plan to utilize existing or new structures as temporary works or work platforms according to Section 562.

Add the following:

Submit oversized and overweight permit requests for non-legal loads transported within the

Yellowstone National Park boundary. Use the FLH Bridge Oversized/Overweight Permit Load

Request form listed under FAR Clause 52.236-4 Physical Data (Apr 1984).

Comply with Yellowstone National Park limitations for size and weight of traffic on Yellowstone

National Park Roads (see Section I).

104.06 Other Contracts. (Added Subsection).

Follow the requirements of FAR Clause 52.236-8 Other Contracts.

Yellowstone National Park will be performing construction projects that may have an effect on the operations of this project. The known projects, and their anticipated year(s) of construction are as follows:

(a) 2023 to 2027 (Diamond Communication) Installation of Fiber Optic Line. Located on all segments of the North Entrance Road, Grand Loop Road, and South Entrance Road.

(b) 2022 to 2025 (YNP) Pavement Rehabilitation. Located between Norris Junction and

Canyon Junction.

(c) 2022 to 2024 (YNP) Lewis River Bridge Replacement. Located on the South Entrance

Road.

(d) 2023 to 2026 (YNP) Yellowstone River Bridge Replacement. Located at the Northeast

Entrance Road /Tower Junction.

(e) 2022 to 2024 (YNP) Rehabilitate Fort Yellowstone Historic Structures. Located in

Mammoth.

(f) 2022 to 2024 (YNP) Rehabilitate Laurel Dorm. Located in Old Faithful complex.

(g) 2022 to 2024 (YNP) Replace and install new Modular Housing Units. Located at YNP

Housing locations, Park-wide.

C-9 DIVISION 100

Sample Project: MT NPS YELL 12(5), NORTHEAST ENTRANCE ROAD, SEED PROJECT

(h) 2024 to 2025 (YNP) Gardner River High Bridge Rehabilitation. Located on the Grand

Loop Road between Tower Junction and Mammoth.

(i) 2022 to 2024 (YNP) Lewis River Bridge Replacement Located on the South Entrance Road.

(j) 2023 to 2025 (YNP) Replace Canyon and Grant Wastewater Plants. Located near Canyon

Junction and West Thumb Junction.

(k) 2023 to 2025 (YNP) Reconstruct Midway Geyser Basin Parking Lot. Located on the Grand

Loop Road between Madison Junction and Old Faithful.

(l) 2023 to 2025 (YNP) Replace Old Faithful Water Plant. Located near Old Faithful complex.

(m) 2023 to 2025 (YNP) Replace Mammoth Wastewater Main to Gardiner Plant. Located on

North Entrance.

(n) 2023 to 2025 (YNP) Demolish Abandoned Old Faithful Wastewater Treatment Facility.

Located near Old Faithful complex.

(o) 2023 to 2025 (YNP) Historic Lake Hotel Rehabilitation Phase III. Located in Lake Village.

(p) 2023 to 2025 (YNP) Rehabilitate Old Faithful Wastewater Treatment Plant. Located near

Old Faithful complex.

(q) 2023 to 2026 (YNP) Construct new Old Faithful Concessionaire Dorm.

(r) Various portions of the roadway throughout YNP will be undergoing fog/chip seal treatment. Contact Marty Powell of the National Park Service at 307-344-2358 for locations.

104.07 Haul Restrictions. (Added Subsection).

Submit a haul plan to the CO for approval 14 days before utilizing any entrances to Yellowstone

National Park. Submit the plan according to Subsection 153.04.

The CO may waive any of the haul restrictions for a period of time if written request is submitted and conditions or mitigating measures are proposed such that the haul would result in minimal disturbance to visitors and residents of the Yellowstone National Park.

Park-wide hauling restrictions are as follows:

(a) Do not haul through Park entrances from 9:00 a.m. to 2:00 p.m. from July 1 to September

10 of any given year;

(b) Do not use compression brakes on hauling vehicles within five miles of in-park campground and developed areas (includes West Yellowstone, Madison, Gardiner, Mammoth, Cooke City, Tower, Norris, Canyon, Old Faithful, Lake, Grant, South Teton, Grand Teton, and

Jackson);

C-10 DIVISION 100

Sample Project: MT NPS YELL 12(5), NORTHEAST ENTRANCE ROAD, SEED PROJECT

Locations of in-park campgrounds can be found at:

https://www.nps.gov/yell/planyourvisit/campgrounds.htm

(c) Space hauling vehicles entering through Park entrances 15 minutes apart to prevent traffic congestion. When delaying five or more vehicles, use available turnouts to let traffic pass;

(d) Restrict hauling vehicle speeds within Park boundaries to 35 MPH during the hours of darkness, from one hour before dusk to one hour after dawn;

(e) Within the project limits, restrict hauling vehicle speeds to 15 MPH, or the posted speed limit, whichever is less; and

(f) Adhere to load restrictions in accordance with Subsection 104.05; and

(g) Cover all loads when hauling inside the Park. Loads are required to be covered within the project limits. Secure all loads according to state, city, or county regulations when hauling outside of the Park.

https://www.nps.gov/yell/planyourvisit/campgrounds.htm

C-11 DIVISION 100

Sample Project: MT NPS YELL 12(5), NORTHEAST ENTRANCE ROAD, SEED PROJECT

Section 105. — CONTROL OF MATERIAL

04/02/21– FP-14

105.02 Material Sources. Amend as follows:

(a) Government-provided sources. Delete the last paragraph and substitute the following:

The quality of material is generally acceptable. Variations in quality should be expected as it is not feasible to ascertain the quality of material for an entire deposit from exploratory samples. Determine the quantity, type of equipment, and work necessary and produce acceptable material to be incorporated into the work.

Aggregate source quality tests as shown in the Sampling, Testing, and Acceptance

Requirements table of the other Sections are not required. If aggregate source quality tests are performed, follow the requirements of the Sampling, Testing, and Acceptance Requirements tables.