B.08.02 W911KB21R0032.pdf

CODE

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PAGE(S)

until 02:00 PM local time 10 Jun 2021

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42 - 43 H 44 - 46 jennifer.gosh@usace.army.mil

RATING PAGE OF PAGES

7. ISSUED BY

(Date)

IMPORTANT - Award will be made on this Form, or on Standard Form 26, or by other authorized official written notice.

Previous Edition is Unusable 33-134 STANDARD FORM 33 (REV. 9-97)

Prescribed by GSA FAR (48 CFR) 53.214(c)

1 46

(If other than Item 7)

15A. NAME 16. NAME AND TITLE OF PERSON AUTHORIZED TO

AND

ADDRESS

SIGN OFFER (Type or print)

OF

OFFEROR

AMENDMENT NO. DATE

15B. TELEPHONE NO (Include area code) 17. SIGNATURE15C. CHECK IF REMITTANCE ADDRESS

IS DIFFERENT FROM ABOVE - ENTER

SUCH ADDRESS IN SCHEDULE.

18. OFFER DATE

1. THIS CONTRACT IS A RATED ORDER

UNDER DPAS (15 CFR 700)

2. CONTRACT NO.

W911KB 8. ADDRESS OFFER TO

See Item 7

9. Sealed offers in original and 1 copies for furnishing the supplies or services in the Schedule will be received at the place specified in Item 8, or if handcarried, in the depository located in

CAUTION - LATE Submissions, Modifications, and Withdrawals: See Section L, Provision No. 52.214-7 or 52.215-1. All offers are subject to all terms and conditions contained in this solicitation.

10. FOR INFORMATION

CALL:

A. NAME (NO COLLECT CALLS)

JENNIFER GOSH 907-753-2525

11. TABLE OF CONTENTS

SOLICITATION/ CONTRACT FORM

SUPPLIES OR SERVICES AND PRICES/ COSTS

2 - 6

X I CONTRACT CLAUSES

DESCRIPTION/ SPECS./ WORK STATEMENT

PACKAGING AND MARKING

7 - 15 J LIST OF ATTACHMENTS

INSPECTION AND ACCEPTANCE

DELIVERIES OR PERFORMANCE

16 - 27 X K

REPRESENTATIONS, CERTIFICATIONS AND

OTHER STATEMENTS OF OFFERORS

CONTRACT ADMINISTRATION DATA X

SPECIAL CONTRACT REQUIREMENTS

OFFER (Must be fully completed by offeror) X M

L INSTRS., CONDS., AND NOTICES TO OFFERORS

EVALUATION FACTORS FOR AWARD

NOTE: Item 12 does not apply if the solicitation includes the provisions at 52.214-16, Minimum Bid Acceptance Period.

is inserted by the offeror) from the date for receipt of offers specified above, to furnish any or all items upon which prices are offered at the price set opposite each item, delivered at the designated point(s), within the time specified in the schedule.

13. DISCOUNT FOR PROMPT PAYMENT

(See Section I, Clause No. 52.232-8)

14. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments

AMENDMENT NO. DATE

to the SOLICITATION for offerors and related documents numbered and dated):

FACILITY

12. In compliance with the above, the undersigned agrees, if this offer is accepted within calendar days (60 calendar days unless a different period

SOLICITATION, OFFER AND AWARD

X

(X) SEC. DESCRIPTION (X) SEC. DESCRIPTION PAGE(S)

PART I - THE SCHEDULE

26. NAME OF CONTRACTING OFFICER (Type or print) 27. UNITED STATES OF AMERICA 28. AWARD DATE

EMAIL:TEL: (Signature of Contracting Officer)

CODE CODE

B. TELEPHONE (Include area code) C. E-MAIL ADDRESS

AWARD (To be completed by Government)

19. ACCEPTED AS TO ITEMS NUMBERED 20. AMOUNT 21. ACCOUNTING AND APPROPRIATION

22. AUTHORITY FOR USING OTHER THAN FULL AND OPEN COMPETITION:

10 U.S.C. 2304(c)( ) 41 U.S.C. 253(c)( ) (4 copies unless otherwise specified)

23. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

24. ADMINISTERED BY (If other than Item 7) CODE 25. PAYMENT WILL BE MADE BY CODE

PART IV - REPRESENTATIONS AND INSTRUCTIONS

PART III - LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS

28 - 35

PART II - CONTRACT CLAUSES

U.S. ARMY ENGINEER DISTRICT, AK

CEPOA-CT (W911KB)

PO BOX 6898

JBER AK 99506-0898

FAX:

TEL:

FAX:

TEL:

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

SOLICITATION

6. REQUISITION/PURCHASE NO.5. DATE ISSUED

11 May 2021

4. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

[ X ]

3. SOLICITATION NO.

W911KB21R0032

Section B - Supplies or Services and Prices

PROPOSAL SCHEDULE

PROPOSAL SCHEDULE

QUALITY ASSURANCE MATERIALS TESTING LABORATORY FOR THE MOOSE CREEK DAM

SAFETY MODIFICATION PROJECT

NORTH POLE, ALASKA

Item No.

Description Estimated Quantity

Unit Unit Price

Amount

Base Items

0001.

Mobilize/Demobilize and Establish QA Testing Laboratory, complete.

1 Job $ $

0002.

Labor for Management, Monitoring, Sampling from NTP to 29 January 2024, complete.

1 Job $ $

0003.

Access Road Snow removal from 1 October 2021 to 1 May 2022, complete

1 Job $ $

0004.

QA Testing Laboratory Maintenance from NTP to 29 January 2024, complete

1 Job $ $

0005.* Testing SEE ATTACHMENT A $

Total of Base Items 0001 thru 0005

Item No.

Description Estimated Quantity

Unit Unit Price

Amount

Option Items

0006.

Labor for Management, Monitoring, Sampling from 30 January 2024 to 29 January 2025, complete.

1 Job $ $

0007.

QA Testing Laboratory Maintenance from 30 January 2024 to 29 January 2025, complete

1 Job $ $

0008.

Labor for Management, Monitoring, Sampling from 30 January 2025 to 30 October 2025

1 Job $ $

0009.

QA Testing Laboratory Maintenance from 30 January 2025 to 30 October 2025

1 Job $ $

0010.** Testing SEE ATTACHMENT B $

Total of Option Items 0006 thru 0010 $

Notes:

1. NOT TO EXCEED VALUE: Denoted by the single asterisk (*). The quantities shown in the

“ESTIMATED QUANTITY” column in ATTACHMENT A for all unit priced items measured by each (EA) are estimated quantities. The actual number of tests will vary however the total amount of CLIN0005 will not exceed $150,000.

2. NOT TO EXCEED VALUE: Denoted by the double asterisk (**). The quantities shown in the “ESTIMATED QUANTITY” column in ATTACHMENT B for all unit priced items measured by each (EA) are estimated quantities. The actual number of tests will vary however the total amount of CLIN0010 will not exceed $350,000.

3. Round all proposal-item dollar amounts to a whole dollar value and do not include cents in the amounts shown.

-- END OF PROPOSAL SCHEDULE --

ATTACHMENT A

TESTING MATRIX – BASE ITEMS

QUALITY ASSURANCE MATERIALS TESTING LABORATORY FOR THE MOOSE CREEK DAM

No. Description Estimated Quantity

Unit Unit Price

Amount

Test in accordance with

ASTM C40

2 EA $ $

Test in accordance with

ASTM C114

10 EA $ $

Test in accordance with

ASTM C136

10 EA $ $

Test in accordance with

ASTM C143

40 EA $ $

Test in accordance with

ASTM C1603

10 EA $ $

Test in accordance with

ASTM C1064

90 EA $ $

Test in accordance with

ASTM D1140

5 EA $ $

Test in accordance with

ASTM D1556

10 EA $ $

Test in accordance with

ASTM D1557

5 EA $ $

Test in accordance with

ASTM D2166

155 EA $ $

Test in accordance with

ASTM D2216

10 EA $ $

Test in accordance with

ASTM D5084

80 EA $ $

Test in accordance with

ASTM D6938

50 EA $ $

Test in accordance with

API RP13A

5 EA $ $

Test in accordance with API RP13B-1 Water

10 EA $ $

Test in accordance with API RP13B-1 Slurry

50 EA $ $

Test in accordance with

ASTM D4380

50 EA $ $

Test in accordance with

ASTM D6023

40 EA $ $

Test in accordance with

ASTM D5982

40 EA $ $

Test in accordance with

ASTM D806 40 EA $ $

Total of Base Testing 1 through 20

ATTACHMENT B

TESTING MATRIX – OPTION ITEMS

QUALITY ASSURANCE MATERIALS TESTING LABORATORY FOR THE MOOSE CREEK DAM

No. Description Estimated Quantity

Unit Unit Price

Amount

Test in accordance with

ASTM C29

3 EA $ $

Test in accordance with

ASTM C40

30 EA $ $

Test in accordance with

ASTM C88

3 EA $ $

Test in accordance with

ASTM C114

20 EA $ $

Test in accordance with

ASTM C117

5 EA $ $

Test in accordance with

ASTM C1603

20 EA $ $

Test in accordance with

ASTM C127

3 EA $ $

Test in accordance with

ASTM C128

3 EA $ $

ASTM C131

3 EA $ $

Test in accordance with

ASTM C136

40 EA $ $

Test in accordance with

ASTM C566

15 EA $ $

Test in accordance with

ASTM C143

70 EA $ $

Test in accordance with

ASTM C1064

180 EA $ $

Test in accordance with

ASTM D1140

15 EA $ $

Test in accordance with

ASTM D1556

35 EA $ $

Test in accordance with

ASTM D1557

12 EA $ $

Test in accordance with

ASTM D2166

325 EA $ $

Test in accordance with

ASTM D2216

40 EA $ $

Test in accordance with

ASTM D5084

190 EA $ $

Test in accordance with

ASTM D6938

175 EA $ $

Test in accordance with

ASTM D1461

2 EA $ $

Test in accordance with

ASTM D2041

10 EA $ $

Test in accordance with

ASTM D2172

2 EA $ $

Test in accordance with

ASTM D2726

50 EA $ $

Test in accordance with

ASTM D2950

100 EA $ $

Test in accordance with

ASTM D4125

5 EA $ $

Test in accordance with

ASTM D5444

3 EA $ $

Test in accordance with

ASTM D6307

3 EA $ $

Test in accordance with

ASTM D6927

3 EA $ $

Test in accordance with

API RP13A

15 EA $ $

Test in accordance with API RP13B-1 Water

25 EA $ $

Test in accordance with API RP13B-1 Slurry

110 EA $ $

Test in accordance with

ASTM D4380

110 EA $ $

Test in accordance with

ASTM D6023

70 EA $ $

Test in accordance with

ASTM D5982

70 EA $ $

ASTM D806

70 EA $ $

Test in accordance with

AASHTO T 180

10 EA $ $

Test in accordance with

AASHTO T 88

40 EA $ $

Total of Option Testing 1 thru 38 $

CONTRACTING OFFICER STATEMENT

Contracting Officer Statement Only a warranted Contracting Officer (either PCO or ACO) acting within their delegated limits has the authority to issue modifications or otherwise change the terms and conditions of this contract. If an individual other than the Contracting Officer attempts to make changes to the terms and conditions of this contract you shall not proceed with the change and shall immediately notify the Contracting Officer.

Section C - Descriptions and Specifications

STATEMENT OF WORK

STATEMENT OF WORK

Contract No. W911KB-21-X-XXXX

Quality Assurance Materials Testing Laboratory for the Moose Creek Dam Safety Modification Project North Pole, Alaska

3 May 2021

1. GENERAL

A. Project Description: The Moose Creek Dam (MCD) Safety Modification project will include the construction of a partial-depth barrier wall through approximately 4.5 miles of the Moose Creek Dam embankment consisting of mixed in place soil-cement-bentonite material. The barrier material will require a minimum 28-day compressive strength of 200 psi and 28-day permeability of 1 x 10-6 cm/sec. Construction of the barrier wall, earthen embankment for the work platform and other miscellaneous aspects of the project will require soil and material testing. This contract is to establish a validated material testing laboratory at the MCD Safety Modification project staging area to support field inspections, perform material sampling and perform testing required to independently monitor the soil-cement-bentonite and soils work for the duration of the project.

B. Definitions: When the term “Owner” is used herein, it refers to the U.S. Army Corps of Engineers, Alaska District. When the term “A-E” is used, it refers to the Architect- Engineer performing the work specified. When the term “barrier wall contractor” is used, it refers to the MCD Safety Modification Project construction contractor installing the soil-cement-bentonite barrier wall.

C. Responsibility: The A-E must supply all labor, equipment and materials to perform the services described herein. The general scope of services to be provided must include, but not limited to, establishment of the physical structure for the Quality Assurance (QA) materials testing laboratory and office including site preparation and temporary utilities, materials testing laboratory development to include equipment procurement, QA processes, QA manual, and successful lab validation by the US Army Corps of Engineers, Engineering Research and Development Center (ERDC). Requirements for validation can be found at https://mtc.erdc.dren.mil. The scope also includes sampling and testing as directed by the Owner.

D. Direction: The A-E will accept direction only from the owner’s contracting officer or the duly authorized contracting officer’s representative. Request or desires of the barrier wall contractor, using agency or field personnel made directly to the A-E will be immediately brought to the attention of the contracting officer. The contracting officer must authorize any changes to the project scope or other provisions of this statement of work in writing.

1. The Contracting Officer (KO) for this contract is:

a. Name: John McComas

b. Phone: (907) 753-2593

c. Email: John.L.McComas@usace.army.mil

2. The Contracting Officer’s Representative (COR) for this project is:

a. Name: Michael Alley

b. Phone: (907) 753-2800

c. Email: Mike.W.Alley@usace.army.mil

E. Proposal Schedule: Each individual test listed in Attachment A and B of the proposal schedule will be paid for on a per test basis using the awarded unit price. While an estimated quantity is given, the actual number of tests might vary based on direction from the Owner. The tests must be tracked and accounted for to determine monthly payment. Each month the A-E and COR must coordinate and agree on the number of tests conducted prior to payment submission.

F. References: In addition to using the current state of practice in geotechnical, materials and geological engineering, the A-E will perform all work in accordance with the latest version of the following regulations and references:

1. Relevant ASTM Standards Shown in Table 1 of this Document.

2. EM 385-1-1 Safety and Health Requirements Manual, United States Army Corps of Engineers, 30 November 2014 (with supplements).

3. ACI Requirements for Concrete Field Testing Technicians Level 1 and Concrete

Laboratory Testing Technicians Level I.

4. ASTM E329, Standard Specification for Agencies Engaged in the Testing and/or

Inspection of Materials Used in Construction.

5. AASHTO R-18, Standard Recommended Practice for Establishing and

Implementing a Quality Management System for Construction Materials Testing Laboratories.

6. ASTM C1077, Standard Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation.

7. ASTM D3740, Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction.

2. DESCRIPTION OF TASKS

A. General: The A-E must provide all labor, equipment and materials necessary to perform the services indicated in this statement of work. These services will be accomplished in the following tasks:

1. TASK 1 – Establishing a QA Laboratory at the Project Site

2. TASK 2 – Monitoring, Sampling, Field and Laboratory Testing and Reporting

B. TASK 1: Establishing a QA Laboratory at the Project Site

The A-E is responsible for providing a temporary facility for the QA laboratory located within the MCD Safety Modification project staging area as shown on GFI-1. The QA laboratory must be established prior to testing and inspection activities that are scheduled to begin by 1 May 2022.

1. Building: The size and layout of the temporary facility or facilities is the responsibility of the A-E. It must meet the requirements of EM 385-1-1. The facility must have dedicated areas for sample preparation, temperature-controlled concrete curing, testing and office space. Provide lockable doors and windows.

Provide a heating system capable of maintaining a uniform, minimum temperature of 68 degrees F throughout all occupiable spaces; operable windows with screens to allow flow-through ventilation and daylight to all working spaces. While establishing the temporary facilities from NTP to 1 May 2022, the work hours are limited to 7:00 AM to 9:00 PM Monday through Friday. Work must not occur on federal holidays or weekends.

2. Site Layout: The A-E must provide any pads necessary to establish the temporary facilities to include parking. The pads must be graded to provide drainage away from the facility and other surrounding buildings and trailers. The finished floor of the temporary facilities must be greater than 18 inches above the existing grade. A fence, six feet in height must be provided around the temporary facility. All gates must be lockable. The A-E must provide an access road from the established gravel road to the temporary laboratory facility. The access road shall be a minimum of 20 ft wide and be located on the eastern boundary of the area allocated for the Government Field Office and QA Laboratory, see GFI-1.

3. Temporary Utilities: The A-E must provide temporary utilities for the duration of the contract. Provide and connect to temporary utilities to provide adequate heating and cooling, ventilation, lighting, power, internet, telephone, water, and sewer. Utilities must be connected and disconnected in accordance with local codes and to the satisfaction of the Contracting Officer. Utilities include, but are not limited to, the following:

a. Water: The A-E is responsible for providing all water necessary to perform the statement of work which includes potable drinking water and water required for specimen storage and testing.

b. Sanitation: Provide temporary toilet facilities until the barrier wall contractor has established the Government’s toilet facility. The A-E will be permitted to use the Government’s toilet facility once established.

Assume a duration of 3 months for bidding purposes. The temporary toilet facilities must be properly maintained with scheduled cleaning and restocking of supplies and include provisions for pest control and elimination of odors.

c. Electric: A contractor under separate contract will provide an electrical services connection to one location. The Owner will coordinate this location with the contractor. It is the barrier wall contractor’s responsibility to connect the QA facilities (includes QA laboratory) to the service connection which will be completed by 1 May 2022. The A-E must provide temporary electrical power until the electrical service is installed.

d. Telecommunications: A contractor will provide a telecommunication service connection to one location. The Owner will coordinate this location with the contractor. The telecommunication connection will consist of telephone and internet, (T-1 line with 1.5 MBS or higher speed).

It is the barrier wall contractor’s responsibility to connect the QA facilities (include QA laboratory) to the service connection which will be completed by 1 May 2022. The A-E must provide temporary telecommunications until the service is installed.

e. Waste: Provide dumpsters or suitable debris containers. The A-E will be responsible for disposing of all test materials in accordance with local laws and regulations. Prevent windblown trash, and keep dumpsters closed, except when being loaded with trash and debris. Empty debris containers at least once a week, or as needed, at appropriate offsite location in accordance with local laws and regulations to keep the site free of debris and trash.

4. Parking: Provide a minimum of 6 parking spaces adjacent to the temporary facility.

5. Equipment: Provide all necessary equipment to perform the statement of work to include computers, printers, IT equipment, sampling and testing apparatus. The testing and sampling equipment must be relatively new and in good condition.

The equipment must have been purchased within the last 5 years. Provide sampling and testing equipment purchase invoices within 30 days of NTP. All testing equipment calibration and standardization requirements are the responsibility of the A-E.

6. Maintenance: Provide maintenance of the temporary facilities and equipment throughout the duration of the contract. Maintenance includes repairing building and utilities, snow removal, waste disposal, janitorial services. Floors and windows (inside and out) must be cleaned monthly. The office areas must be swept/vacuumed daily and laboratory areas will be swept/vacuumed weekly. It is the A-E’s responsible to provide security throughout the duration of the contract even when construction operations are occurring. During the winter months the QA laboratory and office must be maintained at a minimum temperature of 60 degrees F and not allowed to freeze. Fuel storage and temporary sanitation facilities must comply with all Federal, State and local laws and regulations.

7. Lake Park Road Snow Removal: The A-E must provide snow removal and access from Lake Park Road to the QA laboratory site during the winter of 2021- 2022. Access must be coordinated with the COR, USACE Project Office Manager to gain access to the gate shown on GFI-1.

8. Demobilization: The temporary facilities must be removed from the site within 21 days after notification of contract completion.

9. Laboratory Validation: The A-E is responsible for completion, preparation and submittal of all documentation, reports, procedures, applications, certifications, etc required for US Army Corps of Engineers, Materials Testing Center laboratory validation of the tests provided in Table 1. At a minimum, the A-E must provide the equipment and conduct the testing in Table 1 marked with an asterisk (*) at the onsite laboratory. All other testing can be conducted at offsite USACE validated facility. Validation on the laboratory must remain current throughout the duration of the project. The A-E must complete, and file all required documentation as soon as possible and must be responsible for all fees associated with the validation process. Contact the MTC manager listed at https://mtc.erdc.dren.mil for costs and scheduling. The contractor must make every effort to obtain ERDC validation no later than 120 days after NTP.

C. TASK 2: Monitoring, Sampling, Field and Laboratory Testing and Reporting

The A-E is responsible for assisting and supplementing the Government’s QA staff in monitoring, inspecting and testing soils, soil-cement-bentonite and other construction materials.

1. Personnel: Provide at a minimum two full-time positions, QA Laboratory Manager and QA Laboratory Technician meeting the following minimum requirements:

a. QA Laboratory Manager: Required to be a graduate engineer or a graduate of construction management having a minimum of (5) five years of construction material sampling and testing. The QA Laboratory Manager must be a professional engineer registered in the State of Alaska. In lieu of the education, experience and professional engineer registration requirements, the QA Laboratory Manager may qualify provided they have a minimum of 7 years of experience in sampling and testing of construction materials and quality control and have a NICET Level III certification.

b. QA Laboratory Technician: Graduate Civil Engineer or Construction Manager with 2 years experience in the type of work being performed on this project or technician with 5 yrs related experience. ACI Concrete Strength Testing Technician and Laboratory Testing Technician, Grade I or II and ACI Concrete Field Testing Technician, Grade I.

2. Scheduling: It is assumed that during full barrier wall production the barrier wall contractor will be operating 24 hours a day, seven days a week from 1 April to 31 October. While the A-E is not required to be on-site continuously during operations, they must be prepared to sample or test materials at any time. For bidding purposes, the A-E shall assume that the QA laboratory Manager and QA Laboratory Technician must be onsite a minimum of 60 hours per week from 1 April to 31 October.

3. Sampling and Testing: The A-E must be prepared to sample and test in accordance with the requirements set forth by the Standards listed in Table 1 and MCD Safety Modification Project Specifications. Test results must be reported in accordance with each Standards’ reporting paragraph to include all items listed.

4. Coordination: The QA Laboratory Manager will coordinate with the Owner’s Contracting Officer’s Representative for the MCD Safety Modification construction project daily keeping them appraised on planned testing and any issues. In addition, the QA Laboratory Manager will coordinate with the barrier wall contractor regarding the scheduling of bulk sample acquisition.

5. Meetings: The QA Laboratory manager will be required to meet with the barrier wall contractor’s Quality Control laboratory representative on a weekly basis to coordinate all aspects of their work, discuss and eliminate any differences in sampling, handling, transporting, storing and testing methods. Discrepancies in test results will also be discussed and resolved.

6. Documentation: Maintain all necessary documentation required by AASHTO R 18 at the QA Laboratory to include but not limited to the following:

a. Laboratory Quality Assurance Manual.

b. Standard Operating Procedures for the Laboratory Tests shown in Table 1.

c. Equipment Inventory Folders: includes sheets for description, identification and calibration records for each piece of equipment.

d. Calibration Procedures for each item of Lab Equipment.

e. Laboratory Testing Data Sheets and Reports for Tests shown in Table 1.

f. Examples of required Annual Reports

7. Daily Reports: The A-E must provide continuous logs of all operations, observations, and measurements. These logs will be provided to the Owner every day, within 24 hours of the day being reported. The logs will be the basis to assist in planning subsequent work and other activities. The following gives the minimum requirements for the contents of the daily log:

a. Preliminary and final test results

b. Names and affiliations of personnel engaged in the work

c. Weather conditions

d. All events affecting data acquisition or quality

e. Equipment used

f. Equipment adjustments, malfunctions, and downtime with explanations

g. System calibration details, if applicable

h. Details of check observations and computations

i. A copy or description of all preliminary data

j. All written and verbal instructions issued by the Owner and a description of the resolution of any issues.

k. All other relevant information and occurrences, including a general narrative of the total activity.

8. Bi-weekly Reporting: Provide bi-weekly reporting to the Owner every two weeks during barrier wall placement. The bi-weekly reporting shall consist of testing summaries and tracking of all subsequent results. The bi-weekly report must also include description of any discrepancies between the QA and QC testing and all corrective actions. See GFI-4 for examples of reporting forms that can be used for bi-weekly reporting.

9. Final Quality Assurance Testing Report: The A-E must provide a draft of the Quality

Assurance Testing Report within 30 days at the completion of barrier wall construction. Provide one hardcopy and one electronic copy on a CD in Adobe Portable Document Format (pdf). All reports must be completed in English using imperial units. The report will contain all testing results and observations made during the barrier wall construction. The final report will be formatted and organized in an orderly manner and contain the following:

a. Test Results including all backup documentation

b. Maps or diagrams showing location of testing

c. Daily Reports

d. Log of testing discrepancies with the QC testing and description of resolution

e. Descriptions of any deficiencies and the Contractor’s remediation actions.

f. Meeting Minutes

The Owner will review the draft report for 30 days. All review comments will be submitted by the Owner in the ProjNet application Design Review and Checking

System (DrChecks). Contractor access to DrChecks is to be coordinated with the COR. One (1) teleconference review will be held to resolve any open comments regarding the Draft Report. Before the review conference is held the Contractor must respond to all comments in DrChecks. The review conference will be facilitated by the A-E and will not exceed eight (8) hours. The scheduled time and date will be mutually agreed upon by the A-E and Owner. The Contractor must provide individuals with the appropriate background and experience to participate in the review teleconference.

The final Quality Assurance Testing Report must be submitted 30 days after completion of the review conference.

Table 1. Required ASTM Standards for Field and Laboratory Testing

ASTM Test Method for Aggregates C29 Bulk Density (“Unit Weight “) and Voids in Aggregate C40 Organic Impurities in Fine Aggregate C88 Standard Test Method for Soundness of Aggregates by Use of

Sodium Sulfate or Magnesium Sulfate C117* Materials Finer than 75μm (No. 200) sieve in Mineral Aggregates by Washing C127 Specific Gravity and Absorption of Coarse Aggregate C128 Specific Gravity and Absorption of Fine Aggregate C131 Standard Test Method for Resistance to Degradation of Small-

Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine

C136* Sieve Analysis of Fine and Coarse Aggregates C566 Total Evaporable Moisture Content of Aggregate by Drying C702 Reducing Samples of Aggregate to Testing Size D75 Sampling Aggregates

ASTM Test Methods for Concrete C143 Slump of Hydraulic Cement Concrete C172 Sampling Freshly Mixed Concrete C511 Moist Cabinets, Moist Rooms & Water Storage Tanks

C1064 Temperature of Freshly Mixed Concrete

ASTM Test Methods for Soils D421 Dry Preparation of Soil Samples for Particle-Size Analysis and

Determination of Soil Constants D1140 Standard Test Method for Determining the Amount of Material Finer than

75- (No. 200) Sieve in Soils by Washing D1556* Density and Unit Weight of Soil in Place by the Sand-Cone

Method D1557 Laboratory Compaction Characteristics of Soil Using Modified Effort

(56,000 ft-lbf/ft3 (2,700 kN-m/m3)) D2166* Standard Test Method for Unconfined Compressive Strength of

Cohesive Soil D2216* Laboratory Determination of Water (Moisture) Content of Soil and

Rock by Mass

D4718 Correction of Unit Weight and Water Content for Soils Containing Oversize Particles

D5084* Standard Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter

D6938* Standard Test Method for In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods (Shallow Depth)

ASTM Test Methods for Asphalt

D140 Standard Practice for Sampling Asphalt Materials

D1461 Standard Test Method for Moisture or Volatile Distillates in Asphalt Mixtures

D2041 Theoretical Maximum Specific Gravity and Density of Bituminous Paving Mixtures

D2172 Standard Test Methods for Quantitative Extraction of Asphalt Binder from Asphalt Mixtures

D2726* Standard Test Method for Bulk Specific Gravity and Density of Non- Absorptive Compacted Bituminous Mixtures

D2950* Density of Bituminous Concrete in Place by Nuclear Methods

D4125 Asphalt Content of Bituminous Mixtures by the Nuclear Method

D5444 Mechanical Size Analysis of Extracted Aggregate

D6307 Standard Test Method for Asphalt Content of Asphalt Mixture by Ignition Method

D6926 Standard Practice for Preparation of Asphalt Mixture Specimens Using Marshall Apparatus

D6927 Standard Test Method for Marshall Stability and Flow of Bituminous Mixtures

API Test Methods for Bentonite Slurry

RP13A* Bentonite: Moisture & Filter Loss

RP13B-1 Water: PH & Hardness

RP13B-1* Bentonite Slurry at storage ponds: density, viscosity, pH & sand content

RP13B-1* Bentonite Slurry in Trench: density, viscosity, pH & sand content

ASTM Other Test Methods

C114 Standard Test Methods for Chemical Analysis of Hydraulic Cement

C1603 Standard Test Method for Measurement of Solids in Water

D4380* Standard Test Method for Determining Density of Construction Slurries

D4832* Standard Test Method for Preparation and Testing of Controlled Low Strength Material (CLSM) Test Cylinders

D6023* Standard Test Method for Density (Unit Weight), Yield, Cement Content, and Air Content (Gravimetric) of Controlled Low Strength Material

(CLSM)

D5982 Standard Test Method for Determining Cement Content of Fresh Soil- Cement (Heat of Neutralization Method)

D806 Standard Test Method for Cement Content of Hardened Soil-Cement Mixtures

AASHTO

T 180 Standard Method of Test for Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop

T 224 Standard Method of Test for Correction for Coarse Particles in the Soil Compaction Test

T 88* Standard Method of Test for Particle Size Analysis of Soils (*) – Denotes tests that must be conducted at the onsite testing laboratory

3. MONTHLY AND MANPOWER REPORTING

A. Monthly Accrual Reporting: An accrual is an accounting transaction that records the accounts payable for goods or services received or furnished, without regard to whether an invoice has been rendered or disbursement made. It is a requirement that accruals be recorded in order to monitor the status of the Alaska District’s financial position at the end of each month. The contracting officer’s representative will implement the accrual reporting process, in coordination with the contractor, prior to the first required reporting period. Reports are to be submitted by the contracting officer’s representative to CEPOA-EC-DB not later than the 25th day prior to the end of each month of the contract.

B. Monthly Exposure Hours Reporting: USACE requires that exposure hours be reported for all contracts administered by the Alaska District. Exposure hours are used to calculate accident experience rates. Exposure hours are the number of paid duty hours, regardless of physical location of the employee. Unpaid hours count as exposure when employees are quartered on-site. The contracting officer’s representative will implement the exposure hour reporting process in coordination with the contractor prior to the first required reporting period. Reports are to be submitted by the contracting officer’s representative to DLL-CEPOA-Safety-Office not later than the 10th day of each month of the contract.

4. GOVERNMENT FURNISHED ITEMS (GFI)

A. GFI -1: MCD Safety Modification Project Staging Area B. GFI-2: MCD Safety Modification Project Specifications C. GFI-3: MCD Safety Modification Project Drawings D. GFI-4: Example Reporting and Tracking Documentation

Section E - Inspection and Acceptance

WAGE DETERMINATIONS

"REGISTER OF WAGE DETERMINATIONS UNDER | U.S. DEPARTMENT OF LABOR

THE SERVICE CONTRACT ACT | EMPLOYMENT STANDARDS ADMINISTRATION

By direction of the Secretary of Labor | WAGE AND HOUR DIVISION

| WASHINGTON D.C. 20210

| Wage Determination No.: 2015-5683 Daniel W. Simms Division of | Revision No.: 11 Director Wage Determinations| Date Of Last Revision: 12/21/2020 Note: Under Executive Order (EO) 13658 an hourly minimum wage of $10.95 for calendar year 2021 applies to all contracts subject to the Service Contract 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 $10.95 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 2021. The EO minimum wage rate will be adjusted annually.

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

State: Alaska

Area: Alaska Borough of Fairbanks North

**Fringe Benefits Required Follow the Occupational Listing**

OCCUPATION CODE - TITLE FOOTNOTE RATE

01000 - Administrative Support And Clerical Occupations 01011 - Accounting Clerk I 18.40 01012 - Accounting Clerk II 20.64 01013 - Accounting Clerk III 23.10 01020 - Administrative Assistant 28.90 01035 - Court Reporter 20.45 01041 - Customer Service Representative I 14.48 01042 - Customer Service Representative II 16.28 01043 - Customer Service Representative III 17.75 01051 - Data Entry Operator I 14.92 01052 - Data Entry Operator II 17.86 01060 - Dispatcher Motor Vehicle 24.51 01070 - Document Preparation Clerk 16.29 01090 - Duplicating Machine Operator 16.29 01111 - General Clerk I 18.02 01112 - General Clerk II 19.65 01113 - General Clerk III 22.07 01120 - Housing Referral Assistant 22.80 01141 - Messenger Courier 15.60 01191 - Order Clerk I 17.00 01192 - Order Clerk II 18.55 01261 - Personnel Assistant (Employment) I 19.07 01262 - Personnel Assistant (Employment) II 21.33 01263 - Personnel Assistant (Employment) III 23.79 01270 - Production Control Clerk 29.08

01290 - Rental Clerk 19.11 01300 - Scheduler Maintenance 18.27 01311 - Secretary I 18.27 01312 - Secretary II 20.45 01313 - Secretary III 22.80 01320 - Service Order Dispatcher 21.69 01410 - Supply Technician 28.90 01420 - Survey Worker 20.45 01460 - Switchboard Operator/Receptionist 16.73 01531 - Travel Clerk I 16.12 01532 - Travel Clerk II 17.78 01533 - Travel Clerk III 19.65 01611 - Word Processor I 16.29 01612 - Word Processor II 18.27 01613 - Word Processor III 20.45 05000 - Automotive Service Occupations 05005 - Automobile Body Repairer Fiberglass 29.33 05010 - Automotive Electrician 30.12 05040 - Automotive Glass Installer 28.28 05070 - Automotive Worker 28.28 05110 - Mobile Equipment Servicer 24.58 05130 - Motor Equipment Metal Mechanic 31.97 05160 - Motor Equipment Metal Worker 28.28 05190 - Motor Vehicle Mechanic 31.97 05220 - Motor Vehicle Mechanic Helper 22.74 05250 - Motor Vehicle Upholstery Worker 26.42 05280 - Motor Vehicle Wrecker 28.28 05310 - Painter Automotive 30.12 05340 - Radiator Repair Specialist 28.28 05370 - Tire Repairer 17.78 05400 - Transmission Repair Specialist 31.97 07000 - Food Preparation And Service Occupations 07010 - Baker 22.12 07041 - Cook I 18.29 07042 - Cook II 21.05 07070 - Dishwasher 13.33 07130 - Food Service Worker 13.46 07210 - Meat Cutter 21.94 07260 - Waiter/Waitress 11.91 09000 - Furniture Maintenance And Repair Occupations 09010 - Electrostatic Spray Painter 32.19 09040 - Furniture Handler 20.36 09080 - Furniture Refinisher 32.19 09090 - Furniture Refinisher Helper 24.30 09110 - Furniture Repairer Minor 28.24 09130 - Upholsterer 32.19 11000 - General Services And Support Occupations 11030 - Cleaner Vehicles 12.13 11060 - Elevator Operator 15.66 11090 - Gardener 25.65 11122 - Housekeeping Aide 15.66 11150 - Janitor 15.66 11210 - Laborer Grounds Maintenance 20.23 11240 - Maid or Houseman 13.92 11260 - Pruner 18.27 11270 - Tractor Operator 24.17 11330 - Trail Maintenance Worker 20.23 11360 - Window Cleaner 17.34 12000 - Health Occupations 12010 - Ambulance Driver 23.47 12011 - Breath Alcohol Technician 24.29 12012 - Certified Occupational Therapist Assistant 33.32

12015 - Certified Physical Therapist Assistant 33.32 12020 - Dental Assistant 21.86 12025 - Dental Hygienist 56.12 12030 - EKG Technician 36.80 12035 - Electroneurodiagnostic Technologist 36.80 12040 - Emergency Medical Technician 23.47 12071 - Licensed Practical Nurse I 21.71 12072 - Licensed Practical Nurse II 24.29 12073 - Licensed Practical Nurse III 27.08 12100 - Medical Assistant 21.30 12130 - Medical Laboratory Technician 30.76 12160 - Medical Record Clerk 21.51 12190 - Medical Record Technician 24.07 12195 - Medical Transcriptionist 21.71 12210 - Nuclear Medicine Technologist 53.37 12221 - Nursing Assistant I 14.14 12222 - Nursing Assistant II 15.90 12223 - Nursing Assistant III 17.35 12224 - Nursing Assistant IV 19.47 12235 - Optical Dispenser 24.29 12236 - Optical Technician 21.71 12250 - Pharmacy Technician 21.25 12280 - Phlebotomist 19.99 12305 - Radiologic Technologist 36.29 12311 - Registered Nurse I 28.98 12312 - Registered Nurse II 35.45 12313 - Registered Nurse II Specialist 35.45 12314 - Registered Nurse III 42.88 12315 - Registered Nurse III Anesthetist 42.88 12316 - Registered Nurse IV 51.40 12317 - Scheduler (Drug and Alcohol Testing) 30.09 12320 - Substance Abuse Treatment Counselor 29.86 13000 - Information And Arts Occupations 13011 - Exhibits Specialist I 27.00 13012 - Exhibits Specialist II 33.44 13013 - Exhibits Specialist III 40.90 13041 - Illustrator I 27.00 13042 - Illustrator II 33.44 13043 - Illustrator III 40.90 13047 - Librarian 36.07 13050 - Library Aide/Clerk 17.56 13054 - Library Information Technology Systems 32.56 Administrator 13058 - Library Technician 24.59 13061 - Media Specialist I 23.50 13062 - Media Specialist II 26.29 13063 - Media Specialist III 29.31 13071 - Photographer I 24.13 13072 - Photographer II 27.00 13073 - Photographer III 33.44 13074 - Photographer IV 40.90 13075 - Photographer V 48.19 13090 - Technical Order Library Clerk 20.52 13110 - Video Teleconference Technician 24.13 14000 - Information Technology Occupations 14041 - Computer Operator I 17.67 14042 - Computer Operator II 19.77 14043 - Computer Operator III 24.42 14044 - Computer Operator IV 25.98 14045 - Computer Operator V 27.62 14071 - Computer Programmer I (see 1) 14072 - Computer Programmer II (see 1)

14073 - Computer Programmer III (see 1) 14074 - Computer Programmer IV (see 1) 14101 - Computer Systems Analyst I (see 1) 14102 - Computer Systems Analyst II (see 1) 14103 - Computer Systems Analyst III (see 1) 14150 - Peripheral Equipment Operator 18.34 14160 - Personal Computer Support Technician 27.62 14170 - System Support Specialist 29.09 15000 - Instructional Occupations 15010 - Aircrew Training Devices Instructor (Non-Rated) 34.09 15020 - Aircrew Training Devices Instructor (Rated) 41.24 15030 - Air Crew Training Devices Instructor (Pilot) 49.42 15050 - Computer Based Training Specialist / Instructor 34.09 15060 - Educational Technologist 37.21 15070 - Flight Instructor (Pilot) 49.42 15080 - Graphic Artist 40.68 15085 - Maintenance Test Pilot Fixed Jet/Prop 49.42 15086 - Maintenance Test Pilot Rotary Wing 49.42 15088 - Non-Maintenance Test/Co-Pilot 49.42 15090 - Technical Instructor 33.56 15095 - Technical Instructor/Course Developer 41.04 15110 - Test Proctor 27.08 15120 - Tutor 27.08 16000 - Laundry Dry-Cleaning Pressing And Related Occupations 16010 - Assembler 12.57 16030 - Counter Attendant 12.57 16040 - Dry Cleaner 16.01 16070 - Finisher Flatwork Machine 12.57 16090 - Presser Hand 12.57 16110 - Presser Machine Drycleaning 12.57 16130 - Presser Machine Shirts 12.57 16160 - Presser Machine Wearing Apparel Laundry 12.57 16190 - Sewing Machine Operator 17.14 16220 - Tailor 18.32 16250 - Washer Machine 13.73 19000 - Machine Tool Operation And Repair Occupations 19010 - Machine-Tool Operator (Tool Room) 32.19 19040 - Tool And Die Maker 40.11 21000 - Materials Handling And Packing Occupations 21020 - Forklift Operator 19.56 21030 - Material Coordinator 29.08 21040 - Material Expediter 29.08 21050 - Material Handling Laborer 17.87 21071 - Order Filler 17.04 21080 - Production Line Worker (Food Processing) 19.56 21110 - Shipping Packer 26.07 21130 - Shipping/Receiving Clerk 26.07 21140 - Store Worker I 16.41 21150 - Stock Clerk 22.36 21210 - Tools And Parts Attendant 19.56 21410 - Warehouse Specialist 19.56 23000 - Mechanics And Maintenance And Repair Occupations 23010 - Aerospace Structural Welder 36.18 23019 - Aircraft Logs and Records Technician 28.28 23021 - Aircraft Mechanic I 34.22 23022 - Aircraft Mechanic II 36.18 23023 - Aircraft Mechanic III 38.18 23040 - Aircraft Mechanic Helper 24.34 23050 - Aircraft Painter 32.24 23060 - Aircraft Servicer 28.28 23070 - Aircraft Survival Flight Equipment Technician 32.24 23080 - Aircraft Worker 30.27

23091 - Aircrew Life Support Equipment (ALSE) Mechanic 30.27 I 23092 - Aircrew Life Support Equipment (ALSE) Mechanic 34.22

II

23110 - Appliance Mechanic 32.19 23120 - Bicycle Repairer 26.11 23125 - Cable Splicer 34.17 23130 - Carpenter Maintenance 33.22 23140 - Carpet Layer 30.23 23160 - Electrician Maintenance 37.35 23181 - Electronics Technician Maintenance I 31.05 23182 - Electronics Technician Maintenance II 33.75 23183 - Electronics Technician Maintenance III 35.82 23260 - Fabric Worker 28.24 23290 - Fire Alarm System Mechanic 34.17 23310 - Fire Extinguisher Repairer 26.27 23311 - Fuel Distribution System Mechanic 34.17 23312 - Fuel Distribution System Operator 26.75 23370 - General Maintenance Worker 26.75 23380 - Ground Support Equipment Mechanic 34.22 23381 - Ground Support Equipment Servicer 28.28 23382 - Ground Support Equipment Worker 30.27 23391 - Gunsmith I 26.27 23392 - Gunsmith II 30.23 23393 - Gunsmith III 34.17 23410 - Heating Ventilation And Air-Conditioning 31.85 Mechanic 23411 - Heating Ventilation And Air Contidioning 34.63 Mechanic (Research Facility) 23430 - Heavy Equipment Mechanic 38.33 23440 - Heavy Equipment Operator 36.05 23460 - Instrument Mechanic 34.17 23465 - Laboratory/Shelter Mechanic 32.19 23470 - Laborer 17.87 23510 - Locksmith 32.19 23530 - Machinery Maintenance Mechanic 33.20 23550 - Machinist Maintenance 32.41 23580 - Maintenance Trades Helper 19.42 23591 - Metrology Technician I 34.17 23592 - Metrology Technician II 36.13 23593 - Metrology Technician III 38.12 23640 - Millwright 34.17 23710 - Office Appliance Repairer 31.99 23760 - Painter Maintenance 30.17 23790 - Pipefitter Maintenance 39.39 23810 - Plumber Maintenance 37.11 23820 - Pneudraulic Systems Mechanic 34.17 23850 - Rigger 34.17 23870 - Scale Mechanic 30.23 23890 - Sheet-Metal Worker Maintenance 35.76 23910 - Small Engine Mechanic 30.23 23931 - Telecommunications Mechanic I 35.66 23932 - Telecommunications Mechanic II 40.54 23950 - Telephone Lineman 35.99 23960 - Welder Combination Maintenance 35.28 23965 - Well Driller 34.17 23970 - Woodcraft Worker 34.17 23980 - Woodworker 26.11 24000 - Personal Needs Occupations 24550 - Case Manager 19.32 24570 - Child Care Attendant 16.13 24580 - Child Care Center Clerk 20.12

24610 - Chore Aide 17.10 24620 - Family Readiness And Support Services 19.32 Coordinator 24630 - Homemaker 19.32 25000 - Plant And System Operations Occupations 25010 - Boiler Tender 34.17 25040 - Sewage Plant Operator 37.27 25070 - Stationary Engineer 34.17 25190 - Ventilation Equipment Tender 24.30 25210 - Water Treatment Plant Operator 37.27 27000 - Protective Service Occupations 27004 - Alarm Monitor 21.06 27007 - Baggage Inspector 18.82 27008 - Corrections Officer 27.17 27010 - Court Security Officer 26.28 27030 - Detection Dog Handler 21.06 27040 - Detention Officer 27.17 27070 - Firefighter 25.00 27101 - Guard I 18.82 27102 - Guard II 21.06 27131 - Police Officer I 37.14 27132 - Police Officer II 41.27 28000 - Recreation Occupations 28041 - Carnival Equipment Operator 17.66 28042 - Carnival Equipment Repairer 18.72 28043 - Carnival Worker 13.54 28210 - Gate Attendant/Gate Tender 24.10 28310 - Lifeguard 20.09 28350 - Park Attendant (Aide) 27.75 28510 - Recreation Aide/Health Facility Attendant 19.67 28515 - Recreation Specialist 39.96 28630 - Sports Official 22.10 28690 - Swimming Pool Operator 26.94 29000 - Stevedoring/Longshoremen Occupational Services 29010 - Blocker And Bracer 30.23 29020 - Hatch Tender 30.23 29030 - Line Handler 30.23 29041 - Stevedore I 28.24 29042 - Stevedore II 32.19 30000 - Technical Occupations 30010 - Air Traffic Control Specialist Center (HFO) (see 2) 44.60 30011 - Air Traffic Control Specialist Station (HFO) (see 2) 30.75 30012 - Air Traffic Control Specialist Terminal (HFO) (see 2) 33.87 30021 - Archeological Technician I 23.41 30022 - Archeological Technician II 27.28 30023 - Archeological Technician III 29.46 30030 - Cartographic Technician 31.78 30040 - Civil Engineering Technician 32.97 30051 - Cryogenic Technician I 28.14 30052 - Cryogenic Technician II 31.08 30061 - Drafter/CAD Operator I 23.41 30062 - Drafter/CAD Operator II 27.28 30063 - Drafter/CAD Operator III 29.19 30064 - Drafter/CAD Operator IV 34.79 30081 - Engineering Technician I 22.72 30082 - Engineering Technician II 26.56 30083 - Engineering Technician III 29.74 30084 - Engineering Technician IV 33.02 30085 - Engineering Technician V 38.08 30086 - Engineering Technician VI 45.77 30090 - Environmental Technician 26.77 30095 - Evidence Control Specialist 25.41

30210 - Laboratory Technician 26.61 30221 - Latent Fingerprint Technician I 28.14 30222 - Latent Fingerprint Technician II 31.08 30240 - Mathematical Technician 32.95 30361 - Paralegal/Legal Assistant I 22.05 30362 - Paralegal/Legal Assistant II 27.32 30363 - Paralegal/Legal Assistant III 33.41 30364 - Paralegal/Legal Assistant IV 40.43 30375 - Petroleum Supply Specialist 31.08 30390 - Photo-Optics Technician 32.95 30395 - Radiation Control Technician 31.08 30461 - Technical Writer I 25.37 30462 - Technical Writer II 31.03 30463 - Technical Writer III 41.12 30491 - Unexploded Ordnance (UXO) Technician I 28.35 30492 - Unexploded Ordnance (UXO) Technician II 34.30 30493 - Unexploded Ordnance (UXO) Technician III 41.11 30494 - Unexploded (UXO) Safety Escort 28.35 30495 - Unexploded (UXO) Sweep Personnel 28.35 30501 - Weather Forecaster I 34.79 30502 - Weather Forecaster II 42.32 30620 - Weather Observer Combined Upper Air Or (see 2) 29.19 Surface Programs 30621 - Weather Observer Senior (see 2) 32.42 31000 - Transportation/Mobile Equipment Operation Occupations 31010 - Airplane Pilot 34.30 31020 - Bus Aide 19.37 31030 - Bus Driver 28.00 31043 - Driver Courier 20.93 31260 - Parking and Lot Attendant 17.49 31290 - Shuttle Bus Driver 21.65 31310 - Taxi Driver 19.04 31361 - Truckdriver Light 21.65 31362 - Truckdriver Medium 24.02 31363 - Truckdriver Heavy 28.64 31364 - Truckdriver Tractor-Trailer 28.64 99000 - Miscellaneous Occupations 99020 - Cabin Safety Specialist 16.72 99030 - Cashier 14.11 99050 - Desk Clerk 15.59 99095 - Embalmer 28.35 99130 - Flight Follower 28.35 99251 - Laboratory Animal Caretaker I 18.06 99252 - Laboratory Animal Caretaker II 25.74 99260 - Marketing Analyst 28.00 99310 - Mortician 28.35 99410 - Pest Controller 28.25 99510 - Photofinishing Worker 14.90 99710 - Recycling Laborer 25.38 99711 - Recycling Specialist 30.29 99730 - Refuse Collector 22.92 99810 - Sales Clerk 13.82 99820 - School Crossing Guard 18.40 99830 - Survey Party Chief 34.96 99831 - Surveying Aide 23.28 99832 - Surveying Technician 31.78 99840 - Vending Machine Attendant 24.31 99841 - Vending Machine Repairer 30.24 99842 - Vending Machine Repairer Helper 24.31

Note: Executive Order (EO) 13706 Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Service Contract 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 the 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.

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