SF 1442.pdf

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

PAGE OF PAGES

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.

9.

INFORMATION

a. NAME b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

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

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

USDA-NRCS-WEST VIRGINIA STATE OFFIC

1550 EARL CORE ROAD

ROOM 200

MORGANTOWN WV 26505

NRCS-WV-123D47

AMY STONEBRAKER 304-284-7557

x

06/03/2010

AG-3D47-S-10-0005

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

The project consists of the construction of open limestone channels, rock sediment dams, limestone ponds, a culvert installation, stabilized construction access, subsurface highwall drain, erosion and sediment control features, and related work for the passive treatment of acid mine drainage at two abandoned mine sites. The

Laurel Run sites are located 2.5 miles south of Masontown on County Route 22/7.

A Site Showing will be held on Thursday, June 10, 2010 at 10:00 am (local time).

SEE SECTION L.13 (pg. 46) FOR LOCATION INFORMATION.

The Bid Opening will be on Thursday, July 8, 2010 at 2:00 pm (local time). Bid opening will be held at 1550 Earl Core Road, Suite 200, Room NR-213, Morgantown, WV

26505

The estimated price range for this project is between $250,000 and $500,000.

11. The Contractor shall begin performance

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

d. Offers providing less than

12b. CALENDAR DAYSYES NO

(If "YES", indicate within how many calendar days after award in Item 12b.)

10 222 calendar days and complete it within ________________ ________________ calendar days after receiving

Section F, FAR 52.211-10

07/08/2010

NSN 7540-01-155-3212

x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected. _________________

STANDARD FORM 1442 (Rev. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ____________________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than item 14.)

CODE FACILITY CODE

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE.

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20b. SIGNATURE 20c. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this document and return (Contractor is not required to sign this document.)

Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.

No further contractual document is necessary.

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print) 31a. NAME OF CONTRACTING OFFICER (Type or print)

30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. DATE

BY

2PAGE OF

USDA-NRCS-WEST VIRGINIA STATE OFFIC

1550 EARL CORE ROAD

ROOM 200

MORGANTOWN WV 26505

NRCS-WV-123D47

AMY STONEBRAKER

28. NEGOTIATED AGREEMENT 29. AWARD

Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, copies to issuing office.)

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

STANDARD FORM 1442 (REV. 4-85) BACK

TABLE OF CONTENTS

DATE PAGE

SOLICITATION, OFFER, AND AWARD

(CONSTRUCTION, ALTERATION, OR REPAIR 1

PART I- THE SCHEDULE 3

SECTION B- SUPPLIES OR SERVICES AND PRICES/COSTS 3

B.1 BID SCHEDULE A 3

B.3 4I-52-214-1 AWARD RESTRICTION (AUG 1987, NRCS, AMB)

AUG 1987,

NRCS, AMB 3

SECTION C- DESCRIPTION/SPECIFICATIONS/WORK STATEMENT 4

C.1 STATEMENT OF WORK

OCT 2009,

WV NRCS 4

C.2

AGAR 452.211-73 ATTACHMENTS TO STATEMENT OF

WORK/SPECIFICATIONS FEB 1988 4

SECTION D- PACKAGING AND MARKING 5

SECTION E- INSPECTION AND ACCEPTANCE 6

E.1 52.252.2 CLAUSES INCORPORATED BY REFERENCE FEB 1998 6

E.2 52.246-11 HIGHER LEVEL CONTRACT QUALITY CONTROL FEB 1999 6

SECTION F- DELIVERABLES AND PERFORMANCE 7

F.1 52.252-2 CLAUSES INCORPORATED BY REFERENCE FEB 1998 7

F.2

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION

OF WORK APR 1984 7

F.3 ACTUAL DAMAGES--CONSTRUCTION

OCT 2009,

WV NRCS 7

SECTION G - CONTRACT ADMINISTRATION DATA 8

G.1 4I-52.232-70 DESIGNATED PAYMENT OFFICE CONTACT POINT

OCT 2009

WV NRCS 8

SECTION H - SPECIAL CONTRACT REQUIREMENTS 9

H.1 52.236-4 PHYSICAL DATA (APR 1984) APR 1984 9

H.2 AGAR 452.236-73 ARCHEOLOGICAL OR HISTORIC SITES FEB 1988 9

H.3

AGAR 452.236-74 CONTROL OF EROSION, SEDIMENTATION, AND

POLLUTION NOV 1996 9

H.4

AGAR 452.236-75 MAXIMUM WORKWEEK – CONSTRUCTION

SCHEDULE NOV 1996 10

H.5 AGAR 452.236-76 SAMPLES AND CERTIFICATES FEB 1988 10

H.6 WORK PERFORMANCE ON HOLIDAYS (WV NRCS) APR 2010 10

H.7 4I-52.249-70 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

OCT 2009,

WV NRCS 11

H.8

NATURAL RESOURCES CONSERVATION SERVICE SUPPLEMENT

TO OSHA PARTS 1910 AND 1926 CONSRUCTION INDUSTRY STANDARDS AND

INTERPRETATIONS 12-18

Solicitation No. AG-3D47-S-10-0001

PART II - CONTRACT CLAUSES 19

SECTION I - CONTRACT CLAUSES 19

I.1 52.252-2 CLAUSES INCORPORATED BY REFERENCE FEB 1998 19-20

I.2

52.203-15 WHISTLEBLOWER PROTECTIONS UNDER THE AMERICAN

RECOVERY AND REINVESTMENT ACT OF 2009 MAR 2009 21

I.3

52.204-11 AMERICAN RECOVERY AND REINVESTMENT ACT- REPORTING

REQUIREMENTS MAR 2009 21-24

I.5 52.225-9 BUY AMERICAN ACT--CONSTRUCTION MATERIALS FEB 2009 24-27

I.6 52.228-1 BID GUARANTEE SEP 1996 27

I.7 52.228-15 PERFORMANCE AND PAYMENT BONDS- CONSTRUCTION NOV 2006 28

I.8 52.252-4 ALTERATIONS IN CONTRACT APR 1984 29

I.9

AGAR 452.232-70 REIMBURSEMENT FOR BOND PREMIUMS-- FIXED-PRICE

CONSTRUCTION CONTRACTS NOV 1996 29

I.10

4I-52.232-72 OTHER INVOICING REQUIREMENTS UNDER PROMPT FOR

CONSTRUCTION CONTRACTS

OCT 2009, WV

NRCS 29

I.11 52.244-6 SUBCONTRACTS FOR COMMERCIAL ITEMS APR 2010 30

I.12 452.215-73 POST AWARD CONFERENCE NOV 1996 31

PART III - LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS 32

SECTION J - LIST OF ATTACHMENTS 32

J.1 LIST OF ATTACHMENTS 32

PART IV - REPRESENTATIONS AND INSTRUCTIONS 33

SECTION K - REPRESENTATIONS, CERTIFICATIONS, AND OTHER STATEMENTS OF OFFERORS 33

K.1 52.204-8 ANNUAL REPRESENTATIONS AND CERTIFICATIONS FEB 2009 33-36

K.2 52.209-5 CERTIFICATION REGARDING RESPONSIBILITY MATTERS APR 2010 37-39

SECTION L - INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS 40

L.1 52.252-1 SOLICITATION PROVISIONS INCORPORATED BY REFERENCE FEB 1998 40

L.2

52.211-4 AVAILABILITY FOR EXAMINATION OF SPECIFICATIONS NOT

LISTED IN THE GSA INDEX OF FEDERAL SPECIFICATIONS, STANDARDS

AND COMMERCIAL ITEM DESCRIPTIONS JUN 1988 41

L.3 52.216-1 TYPE OF CONTRACT APR 1984 41

L.4 52.222-5 DAVIS-BACON ACT—SECONDARY SITE OF THE WORK JUL 2005 41

L.5

52.222-23 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO

ENSURE EQUAL EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION FEB 1999 41

L.6

52.225-10 NOTICE OF BUY AMERICAN ACT REQUIREMENT--

CONSTRUCTION MATERIAL FEB 2009 42

L.7

52.225-22 NOTICE OF REQUIRED USE OF AMERICAN IRON, STEEL, AND

OTHER MANUFACTURED GOODS – BUY AMERICAN ACT – CONSTRUCTION

MATERIAL MAR 2009 43

L.7 52.228-1 BID GUARANTEE SEP 1996 43

L.8 52.233-2 SERVICE OF PROTEST SEP 2006 44

L.9 52.252-5 AUTHORIZED DEVIATIONS IN PROVISIONS APR 1984 44

L.10 AGAR 452.204-70 INQUIRIES FEB 1988 44

L.11 AGAR 452.228-70 ALTERNATIVE FORMS OF SECURITY NOV 1996 45

L.12 52.236-27 SITE VISIT (CONSTRUCTION) Alternate I FEB 1995 45

SECTION M - EVALUATION FACTORS FOR AWARD 47

PART I - THE SCHEDULE

SECTION B - SUPPLIES OR SERVICES AND PRICES/COSTS

B.1 BID SCHEDULE - LAUREL RUN SITES 1 AND 2

Preston County, West Virginia Item No. Work or Material

Spec.

No.

Estimated Quantity Unit

Unit Price Amount

1 Clearing and Grubbing 2 1 LF XXXX $ 2 Bond Premiums LS XXXX $ 3 Pollution Control 5 1 LS XXXX $ 4 Seeding and Mulching 6 4.9 AC $ $ 5 Mobilization 8 1 LS XXXX $ 6 Pool Excavation, Common 21 L LS XXXX $ 7 Earth Disposal, Class C 23 1 LS XXXX $ 8 Limestone Pond, C33 Size 1, Class III 24 78 TN $ $ 9 Limestone Pond with Drainfill Filter, C33 Size 1, Class III 24 115 TN $ $ 10 Highwall Drain, 12-inch HDPE Pipe, Perforated 44 87 LF $ $ 11 Highwall Drain, 12-inch HDPE Pipe, Non-Perforated 44 218 LF $ $ 12 Culvert, 18-inch HDPE Pipe 44 25 LF $ $ 13 Open Limestone Channel 61 1,715 TN $ $ 14 Rock Sediment Dam 61 3,590 TN $ $ 15 Contractor Quality Control 94 1 LS XXXX $ 16 Silt Fence 405 1,430 LF $ $

TOTAL AMOUNT BID SCHEDULE $

B.4 Performance Time for Bid Schedule is 222 calendar days

B.5 4I-52.214-1 AWARD RESTRICTION (OCT 2009, NRCS, WV)

One award for the aggregate of all items will be made under this solicitation.

SECTION C - DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

C.1 STATEMENT OF WORK (MAY, 2010, WV NRCS)

The project consists of the construction of open limestone channels, rock sediment dams, limestone ponds, a culvert installation, stabilized construction access, subsurface highwall drain, erosion and sediment control features, and related work for the passive treatment of acid mine drainage at two abandoned mine sites. The

Laurel Run sites are located 2.5 miles south of Masontown on County Route 22/7.

Major items of work include Open Limestone Channels, 1,715 TN; Rock Sediment Dams, 3,950 TN;

Limestone Ponds, 193 TN; Culverts, 25 LF; Earth Disposal, 1 LS; 12-inch Subsurface Drain, 305 LF; Silt

Fence,1,430 LF; Pollution Control, 1 LS; Contractor Quality Control, 1 LS; and Seeding and Mulching, 4.9

AC.

The estimated cost for this project is between $250,000.00 and $500,000.00. The required performance time is 222 calendar days, which includes a winter shutdown.

C.2 AGAR 452.211-73 ATTACHMENTS TO STATEMENT OF WORK/SPECIFICATIONS

(FEB 1988)

The attachments to the Statement of Work/Specifications listed in Section J are hereby made part of this solicitation and any resultant contract.

SECTION D - PACKAGING AND MARKING

THERE ARE NO CLAUSES INCLUDED IN THIS SECTION

SECTION E - INSPECTION AND ACCEPTANCE

E.1 52.252-2 CLAUSES INCORPORATED BY REFERENCE (FEB 1998)

This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text.. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es):

https://www.acquisition.gov/

I. FEDERAL ACQUISITION REGULATION (48 CFR CHAPTER 1) CLAUSES

NUMBER TITLE DATE

52.246-12 INSPECTION OF CONSTRUCTION AUG 1996

E.2 52.246-11 HIGHER-LEVEL CONTRACT QUALITY REQUIREMENT (FEB 1999)

The Contractor shall comply with the higher-level quality standard selected below. [If more than one standard is listed, the offeror shall indicate its selection by checking the appropriate block.]

[_] Title Contractor Quality Control

Number CS 94 Date 05/01 and 03/09 Tailoring

SECTION F - DELIVERIES OR PERFORMANCE

F.1 52.252-2 CLAUSES INCORPORATED BY REFERENCE (FEB 1998)

they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es):

https://www.acquisition.gov/

52.211-18 VARIATION IN ESTIMATED QUANTITY APR 1984

52.242-14 SUSPENSION OF WORK APR 1984

F.2 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

(APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 222 calendar days after receipt of the notice to proceed. The time stated for completion shall include final cleanup of the premises.

F.3 ACTUAL DAMAGES—CONSTRUCTION (APR 2010, WV NRCS)

(a) If the Contractor fails to complete the work within the time specified in the contract, or any extension, the Contractor shall pay to the Government as actual damages, the total expenses for the COR and Inspector. These expenses shall include but is not limited to the salary and travel costs associated with this project.

(b) If the Government terminates the Contractor's right to proceed, the resulting damage will consist of actual damages until such reasonable time as may be required for final completion of the work together with any increased costs occasioned the Government in completing the work.

(c) If the Government does not terminate the Contractor's right to proceed, the resulting damage will consist of actual damages until the work is completed or accepted.

SECTION G - CONTRACT ADMINISTRATION DATA

G.1 4I-52.232-70 DESIGNATED PAYMENT OFFICE CONTACT POINT (APR 2010, NRCS, WV)

The contact point described below coordinates the issuance of payments under this contract. If payment is not received within 7 days after the due date specified in the contract, contact the payment office designated below for information on when payment will be made.

Amy Stonebraker, Contract Specialist

Phone (304) 284-7557 USDA, Natural Resources Conservation Service

1550 Earl Core Road, Suite 200 Morgantown, WV 26505

If questions arise on the amount paid, contact the contracting officer at the number or address shown in the contract.

SECTION H - SPECIAL CONTRACT REQUIREMENTS

H.1 52.236-4 PHYSICAL DATA (APR 1984)

Data and information furnished or referred to below is for the Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

(a) The indications of physical conditions on the drawings and in the specifications are the result of site investigations by USDA, Natural Resources Conservation Service

(b) Weather conditions National Oceanic Atmospheric Administration (NOAA) Climatological Data

(c) Transportation facilities Federal, State and County roads, and the access roads shown on the drawings.

H.2 AGAR 452.236-73 ARCHEOLOGICAL OR HISTORIC SITES (FEB 1988)

If a previously unidentified archeological or historic site(s) is encountered, the Contractor shall discontinue work in the general area of the site(s) and notify the Contracting Officer immediately.

H.3 AGAR 452.236-74 CONTROL OF EROSION, SEDIMENTATION, AND POLLUTION

(NOV 1996)

(a) Operations shall be scheduled and conducted to minimize erosion of soils and to prevent silting and muddying of streams, rivers, irrigation systems, and impoundments (lakes, reservoirs, etc.).

(b) Pollutants such as fuels, lubricants, bitumens, raw sewage, other harmful materials shall not be discharged on the ground; into or nearby rivers, streams, or impoundments; or into natural or man-made channels. Wash water or waste from concrete or aggregate operations shall not be allowed to enter live streams prior to treatment by filtration, settling, or other means sufficient to reduce the sediment content to not more than that of the stream into which it is discharged.

(c) Mechanized equipment shall not be operated in flowing streams without written approval by the Contracting Officer.

H.4 AGAR 452.236-75 MAXIMUM WORKWEEK – CONSTRUCTION SCHEDULE (NOV 1996)

Within 10 calendar days after receipt of a written request from the Contracting Officer, the Contractor must submit the following in writing for approval:

(a) A schedule as required by FAR clause 52.236-15, "Schedules for Construction Contracts" and

(b) The hours (including the daily starting and stopping times) and days of the week the

Contractor proposes to carry out the work.

The maximum workweek that will be approved is 10 hours per day, including a lunch period, five

(5) days per week, Monday through Friday.

H.5 AGAR 452.236-76 SAMPLES AND CERTIFICATES (FEB 1988)

When required by the specifications or the Contracting Officer, samples, certificates, and test data shall be submitted after award of the contract, prepaid, in time for proper action by the Contracting Officer or his/her designated representative. Certificates and test data shall be submitted in triplicate to show compliance of materials and construction specified in the contract performance requirements.

Samples shall be submitted in duplicate by the Contractor, except as otherwise specified, to show compliance with the contract requirements. Materials or equipment for which samples, certifications or test data are required shall not be used in the work until approved in writing by the Contracting Officer.

H.6 WORK PERFORMANCE ON HOLIDAYS (WV NRCS, APR 2010)

The Contractor shall not perform work on the following holidays except in the case of emergency as permitted elsewhere in this contract:

Independence Day

Labor Day Thanksgiving Day

Christmas Day New Year's Day

The contract performance time has been established to allow for the non-working holidays stated above. The Contractor may be permitted to work the following remaining designated Federal holidays provided that he/she submits a letter of request to the Contracting Officer at least five (5) days in advance of the holiday.

Columbus Day Veterans Day

Washington's Birthday Martin Luther King, Jr.'s Birthday

Memorial Day

H.7 4I-52.249-70 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

(NRCS, WV APR 2010)

(a) This clause specifies the procedure for determination of time extensions for unusually severe weather in accordance with the FAR Clause 52.249-10, DEFAULT (fixed-price construction). In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(1) The weather experienced at the project site during the contract period must be found to be unusually severe; that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the contractor.

(b) The following schedule of monthly anticipated adverse weather delays is based on National

Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the baseline for monthly weather time evaluations. The Contractor's progress schedule must reflect those anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON 5 DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

31 28 31 11 9 10 9 9 8 9 11 31

* Indicates winter shutdown

(c) Upon acknowledgement of the Notice to Proceed (NTP) and continuing throughout the contract, the contractor will record the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay must prevent work on critical activities for fifty (50) percent or more of the contractor's scheduled work day. The number of actual adverse weather days shall include days impacted by actual adverse weather (even if adverse weather occurred in the previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph (b) above, the contractor may submit a written request for a modification for extension of performance time due to unusually severe weather. The Contracting Officer will convert any qualifying delays into calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with FAR Clause 52.249-10, Default (Fixed-Price Construction).

H.8 NATURAL RESOURCES CONSERVATION SERVICE SUPPLEMENT TO OSHA PARTS

1910 AND 1926 CONSRUCTION INDUSTRY STANDARDS AND INTERPRETATIONS

The contractor shall comply with OSHA (Occupational Safety and Health Administration) Parts 1910 and 1926, Construction Industry Standards and Interpretations, and with this supplement.

Requests for variances or waivers from this supplement are to be made to the contracting officer in writing supported by evidence that every reasonable effort has been made to comply with the contractual requirements. A written request for a waiver or a variance shall include--

(1) Specific reference to the provision or standard in question;

(2) An explanation as to why the waiver is considered justified; and

(3) The contractor's proposed alternative, including technical drawings, materials, or equipment specifications needed to enable the contracting officer to render a decision.

No waiver or variance will be approved if it endangers any person. The contractor shall not proceed under any requested revision of a provision until the contracting officer has given written approval.

The contractor is to hold and save harmless the USDA, Natural Resources Conservation Service free from any claims or causes of action whatsoever resulting from the contractor or subcontractors proceeding under a waiver or approved variance.

Copies of OSHA Parts 1910 and 1926, Construction Industry Standards and Interpretations, may be obtained from:

Attn: Superintendent of Documents, U.S. Government Printing Office, Washington, D.C. 20402

NATURAL RESOURCES CONSERVATION SERVICE

SUPPLEMENT TO OSHA PARTS 1910 AND 1926

CONSTRUCTION INDUSTRY STANDARDS AND INTERPRETATIONS

GENERAL CONTRACTOR REQUIREMENTS

1.1 SAFETY PROGRAM.

Each contractor is to demonstrate that he or she has facilities for conducting a safety program commensurate with the work under contract. The contractor is to submit in writing a proposed comprehensive safety program to the contracting officer for approval before the start of construction operations. The program is to specifically state what provisions the contractor proposes to take for the health and safety of all employees, including subcontractors and rental equipment operators.

The program shall be site specific and provide details relevant to the work to be done, the hazards associated with the work, and the actions that will be necessary to minimize the identified hazards.

1.2 PRECONSTRUCTION SAFETY MEETING.

Representatives for the contractor are to meet with the contracting officer (CO) or the CO's Representative before the start of construction to discuss the safety program and the implementation of all health and safety standards pertinent to the work under this contract.

1.3 JOINT SAFETY POLICY COMMITTEE.

The contractor of designated onsite representative is to participate in monthly meetings of a Joint Safety Policy Committee, composed of USDA, Natural Resources Conservation Service and contractor supervisory personnel. At these meetings the contractor's project manager and the contracting officer will review the effectiveness of the contractor's safety effort, resolve current health and safety problems, and coordinate safety activities for upcoming work.

1.4 SAFETY PERSONNEL.

Each contractor is to designate a competent supervisory employee satisfactory to the contracting officer to administer the safety program.

1.5 SAFETY MEETINGS.

A minimum of one "on-the-job" or "toolbox" safety meeting is to be conducted each week by all field supervisors or foremen and attended by mechanics and all construction personnel at the jobsite.

The contractor is to also conduct regularly scheduled supervisory safety meetings at least monthly for all levels of job supervision.

1.6 SAFETY INSPECTION.

The contractor shall perform frequent and regular safety inspections of the jobsite, materials, and equipment, and shall correct deficiencies.

1.7 FIRST AID TRAINING.

Every contractor foreman's work crew must include an employEe who has a current first aid certificate from the Mine Safety and Health Administration, American Red Cross, or other state-approved organization.

1.8 REPORTS.

Each contractor is to maintain an accurate record of all job-related deaths, diseases, or disabling injuries. The records shall be maintained in a manner approved by the contracting officer. A copy of all reports is to be provided to the contracting officer. All fatal or serious injuries are to be reported immediately to the contracting officer, and every assistance is to be given in the investigation of the incident, including submission of a comprehensive narrative report to the contracting officer. Other occurrences with serious accident potential, such as equipment failures, slides, and cave-ins, must also be reported immediately. The contractor is to assist and cooperate fully with the contracting officer in conducting accident investigations. The contracting officer is to be furnished all information and data pertinent to investigation of an accident.

1.9 CERTIFICATION OF INSURANCE.

Contractors are to provide the contracting officer or his or her authorized representative with certificates of insurance before the start of operations indicating full compliance with State Worker's Compensation statutes.

FIRST AID AND MEDICAL FACILITIES

2.1 FIRST AID KITS.

A 16-unit first aid kit approved by the American Red Cross is to be provided at accessible, well-identified, locations at the ratio of at least 1 kit for each 25 employees. The first aid kits are to be moisture proof and dust tight, and the contents of the kits are to be replenished as used or as they become ineffective or outdated.

2.2 EMERGENCY FIRST AID.

At least one employee certified to administer emergency first aid must be available on each shift and duly designated by the contractor to care for injured employees. The names of the certified employees shall be posted at the jobsite.

2.3 COMMUNICATION AND TRANSPORTATION.

Prior to the start of work, the contractor is to make necessary arrangements for prompt and dependable communications, transportation, and medical care for injured employees. At least one stretcher and two blankets shall be readily available for transporting injured employees.

2.4 FIRST AID AND MEDICAL REPORTS.

The contractor is to maintain a record system for first aid and medical treatment on the jobsite. Such records are to be readily available to the contracting officer and are to include--

(a) A daily treatment log listing chronologically all persons treated for occupational injuries and illnesses;

(b) Cumulative record of injury for each individual;

(c) Monthly statistical records of occupational injuries, classified by type and nature of injury;

(d) Required records for worker's compensation.

2.5 SIGNS AND DIRECTIONAL MARKINGS.

Adequate identification and directional markers are to be provided to readily denote the location of all first aid stations.

2.6 EMERGENCY LISTING.

A listing of telephone numbers and addresses of doctor, rescue squad, hospital, police, and fire departments is to be provided at all first aid locations.

PHYSICAL QUALIFICATION OF EMPLOYEES

3.1 GENERAL REQUIREMENTS.

Persons employed throughout the contract are to be physically qualified to perform their assigned duties. Employees must not knowingly be permitted or required to work while their ability or alertness is impaired by fatigue, illness, or any other reason that may jeopardize themselves or others.

3.2 HOIST OPERATORS.

Operators of cranes, cableways, and other hoisting equipment shall be examined annually by a physician and provided with a certification stating that they are physically qualified to safely operate hoisting equipment. The contractor is to submit a copy of each certification to the contracting officer.

3.3 HEAVY EQUIPMENT OPERATORS.

It is recommended that operators of trucks and heavy construction equipment be given physical examinations to determine if they are physically qualified to perform their assigned work without endangering themselves or others.

3.4 MOTOR VEHICLE OPERATORS.

Operators of motor vehicles engaged primarily in the transportation of personnel are to be 18 years of age or older and have a valid state operator's permit or license for the equipment being operated.

The operators must have passed a physical examination administered by a licensed physician within the past year showing that they are physically qualified to operate vehicles safely.

PERSONAL PROTECTIVE EQUIPMENT

4.1 HARD-HAT AREAS.

The entire jobsite, with the exception of offices, shall be considered a hard-hat area. All persons entering the area are, without exception, required to wear hard-hats. The contractor shall provide hard-hats for visitors entering hard-hat areas.

4.1.1 LABELS.

Hard-hats shall bear a manufacturer's label indicating design compliance with the appropriate ANSI (American National Standards Institute) standard.

4.2 POSTING.

Signs at least 3 by 4 feet worded as follows with red letters (minimum 6 inches high) and white background shall be erected at access points to designated hard-hat areas:

CONSTRUCTION AREA -- HARD-HAT REQUIRED BEYOND THIS POINT

These signs are to be furnished and installed by the contractor at entries to shops, construction yards, and job access points.

4.3 SAFETY GOGGLES (DRILLERS)

4.3.1 DRILLERS AND HELPERS.

Drillers and helpers operating pneumatic rock drills must wear protective safety goggles.

MACHINERY AND MECHANIZED EQUIPMENT

5.1 SAFE CONDITION.

Before any machinery or mechanized equipment is initially used on the job, it must be inspected and tested by qualified personnel and determined to be in safe condition and appropriate for the intended use. Operators shall inspect their equipment prior to the beginning of each shift. Any deficiencies or defects shall be corrected prior to using the equipment. Safety equipment, such as seatbelts, installed on machinery is to be used by equipment operators.

5.2 TAGGING AND LOCKING.

The controls of power-driven equipment under repair are to be locked. An effective lockout and tagging procedure is to be established, prescribing specific responsibilities and safety procedures to be followed by the person or persons performing repair work.

5.3 HAUL ROADS FOR EQUIPMENT

5.3.1 ROAD MAINTENANCE.

The contractor shall maintain all roadways, including haul roads and access roads, in a safe condition so as to eliminate or control dust and ice hazards. Wherever dust is a hazard, adequate dust-laying equipment shall be available at the jobsite and utilized to control the dust.

5.3.2 SINGLE LANE HAUL ROADS.

Single-lane haul roads with two-way traffic shall have adequate turnouts. Where turnouts are not practical, a traffic control system shall be provided to prevent accidents.

5.3.3 TWO-WAY HAUL ROADS.

On two-way haul roads, arrangements are to be such that vehicles travel on the right side wherever possible. Signs and traffic control devices are to be employed to indicate clearly any variations from a right-hand traffic pattern. The road shall be wide enough to permit safe passage of opposing traffic, considering the type of hauling equipment used.

5.3.4 DESIGN AND CONSTRUCTION OF HAUL ROADS.

Haul road design criteria and drawings, if requested by the contracting officer, are to be submitted for approval prior to road construction. Sustained grades shall not exceed 12 percent and all curves shall have open-sight line with as great a radius as practical. All roads shall be posted with curve signs and maximum speed limits that will permit the equipment to be stopped within one-half the minimum sight distance.

5.3.5 OPERATORS.

Machinery and mechanized equipment shall be operated only by authorized qualified persons.

5.3.6 RIDING ON EQUIPMENT.

Riding on equipment by unauthorized personnel is prohibited. Seating and safety belts shall be provided for the operator and all passengers.

5.3.7 GETTING ON OR OFF EQUIPMENT.

Getting on or off equipment while the equipment is in motion is prohibited.

5.3.8 HOURS OF OPERATION.

Except in emergencies, an equipment operator shall not operate any mobile or hoisting equipment for more than 12 hours without an 8-hour rest interval away from the job.

5.4 POWER CRANES AND HOISTS (truck cranes, crawler cranes, tower cranes, gantry cranes, hammerhead cranes, derricks, cableways, and hoists)

5.4.1 PERFORMANCE TEST.

Before initial onsite operation, at 12-month intervals, and after major repairs or modification, power cranes, derricks, cableways, and hoists must satisfactorily complete a performance test to demonstrate the equipment's ability to safely handle and maneuver the rated loads. The tests shall be conducted in the presence of a representative of the contracting officer. Test data shall be recorded and a copy furnished the contracting officer.

5.4.2 PERFORMANCE TEST—Power Cranes (Crawler mounted, truck mounted, and wheel mounted).

The performance test is to be carried out with outriggers set and with a test load weighing 110 percent of the rated capacity when the boom angle is from 30 degrees to 60 degrees above the horizontal. The test is to consist of raising, lowering and braking the load and rotating the test load through 360 degrees at the specified boom angle or radius. Cranes equipped with jibs or boom tip extensions are to be tested using both the main boom and the jib, with an appropriate test load in each case.

5.4.3 PERFORMANCE TEST--Derricks, Gantry Cranes, Tower Cranes, Cableways, and

Hoists, including Overhead Cranes.

This equipment is to be performance tested with a test load weighing 110 percent of the rated load. In testing cableways, the test load is to be traveled to the upstream and downstream limits of travel and thoroughly performance tested in at least three travel positions, including both limits of travel.

5.4.4 BOOM ANGLE INDICATOR.

Power cranes (includes draglines) with booms capable of moving in the vertical plane shall be provided with a boom angle indicator in good working order.

5.4.5 CRANE TEST CERTIFICATION.

The performance test required by 5.4.2 and 5.4.3 is fulfilled if the contractor provides the contracting officer a copy of the certificate of inspection made within the past 12 months by a qualified person or by a government or private agency satisfactory to the contracting officer.

5.4.6 POSTING FOR HIGH VOLTAGE LINES.

A notice of the 10-foot (or greater) clearance required by OSHA 1926.550, Subpart N, shall be posted in the operator's cab of cranes, shovels, boom-type concrete pumps, backhoes, and related equipment.

5.4.7 BOOM STOPS.

Cranes or derricks with cable-supported booms, except draglines, shall have a device attached between the gantry of the A-frame and the boom chords to limit the elevation of the boom. The device shall control the vertical motions of the boom with increasing resistance from 83 degrees or less, until completely stopping the boom at not over 87 degrees above horizontal.

5.4.8 SAFETY HOOKS.

Hooks used in hoisting personnel or hoisting loads over construction personnel or in the immediate vicinity of construction personnel shall be forged steel equipped with safety keepers. When shackles are used under these conditions, they shall be of the locking type or have the pin secured to prohibit turning.

5.5 ROLLOVER PROTECTIVE STRUCTURES (ROPS)

5.5.1 ROLLOVER PROTECTIVE STRUCTURES.

OSHA 1926, Subpart W, Overhead Protection, Sections 1000 and 1002 are applicable regardless of the year in which the equipment was manufactured and regardless of the struck capacity of the equipment.

5.5.2 EQUIPMENT REQUIRING ROPS.

The requirement for ROPS meeting 5.5.1 above applies to crawler and rubber-tired tractors such as dozers, push-and-pull tractors, winch tractors, tractors with backhoes, and mowers;

off-highway, self-propelled, pneumatic-tired earthmovers, including scrapers, motor graders and loaders; and rollers, compactors, and water tankers (excluding trucks with cabs). These requirements shall also apply to agricultural and industrial tractors and similar equipment.

5.5.3 EQUIPMENT REQUIRING SEATBELTS.

The requirements for seatbelts as specified in OSHA 1926, Subpart O, Motor Vehicles, Mechanized Equipment, and Marine Operations, Section 1926.602 shall also apply to self-propelled compactors and rollers, and rubber-tired skid-steer equipment.

LADDERS AND SCAFFOLDING

6.1 LADDERS.

OSHA 1926, Subpart L - Section 450. Ladders shall be used as work platforms only when use of small hand tools or handling of light material is involved. No work requiring lifting of heavy materials or substantial exertion shall be done from ladders.

6.2 SCAFFOLDING.

OSHA 1926, Subpart L - Section 451. Scaffolds, platforms or temporary floors shall be provided for all work except that which can be done safely from the ground or similar footing.

6.3 SAFETY BELTS, LIFELINE, AND LANYARDS.

OSHA 1926, Subpart E, Section 104. Lifelines, safety belts and lanyards independently attached or attended, shall be used when performing such work as the following when the requirements of 6.1 or

6.2 above cannot be met.

(a) Work on stored material in hoppers, bins, silos, tanks, or other confined spaces.

(b) Work on hazardous slopes, structural steel, or poles; erection or dismantling of safety nets, tying reinforcing bars; and work from Boatswain's chairs, swinging scaffolds, or other unguarded locations at elevations greater than 6 feet.

(c) Work on skips and platforms used in shafts by crews when the skip or cage does not block the opening to within 1 foot of the sides of the shaft, unless cages are provided.

PART II - CONTRACT CLAUSES

SECTION I - CONTRACT CLAUSES

I.1 52.252-2 CLAUSES INCORPORATED BY REFERENCE (FEB 1998)

they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es):

https://www.acquisition.gov/far

52.202-1 DEFINITIONS JUL 2004

52.203-3 GRATUITIES APR 1984

52.203.5 COVENANT AGAINST CONTINGENT FEES APR 1984

52.203-7 ANIT-KICKBACK PROCEDURES JUL 1995

52.203-8 CANCELLATION, RECISSION, AND RECOVERY OF FUNDS FOR ILLEGAL OR

IMPROPER ACTIVITY JAN 1997

52.203-10 PRICE OR FEE ADJUSTMENT FOR ILLEGAL OR IMPROPER ACTIVITY JAN 1997

52.203.12 LIMITATION ON PAYMENTS TO INFLUENCE CERTAIN FEDERAL

TRANSACTIONS SEP 2007

52.204-4 PRINTED/COPIED DOUBLE-SIDED ON RECYCLED PAPER AUG 2000

52.204-7 CENTRAL CONTRACTOR REGISTRATION APR 2008

52.209-6 PROTECTING THE GOVERNMENT’S INTEREST WHEN SUBCONTRACTING

WITH CONTRACTORS DEBARRED, SUSPENDED, OR PROPOSED FOR

DEBARMENT SEP 2006

52.214-26 AUDIT AND RECORDS- SEALED BIDDING MAR 2009

52.214-29 ORDER OF PRECEDENCE- SEALED BIDDING JAN 1986

52.219-4 NOTICE OF PRICE EVALUATION PREFERENCE FOR HUBZONE SMALL

BUSINESS CONCERNS JUL 2005

52.219-8 UTILIZATION OF SMALL BUSINESS CONCERNS MAY 2004

52.219-9 SMALL BUSINESS SUBCONTRACTING PLAN APR 2008

ALTERNATE I OCT 2001

52.219-16 LIQUIDATED DAMAGES- SUBCONTRACTING PLAN JAN 1999

52.222-3 CONVICT LABOR JUN 2003

52.222-4 CONTRACT WORK HOURS AND SAFETY STANDARDS ACT- OVERTIME

COMPENSATION JUL 2005

52.222-6 DAVIS-BACON ACT JUL 2005

52.222-7 WITHOLDING OF FUNDS FEB 1988

52.222-8 PAYROLLS AND BASIC RECORDS FEB 1988

52.222-9 APPRENTICES AND TRAINEES JUL 2005

52.222-10 COMPLIANCE WITH COPELAND ACT REQUIREMENTS FEB 1988

52.222-11 SUBCONTRACTS (LABOR STANDARDS) JUL 2005

52.222-12 CONTRACT TERMINATION- DEBARMENT FEB 1988

52.222-13 COMPLIANCE WITH DAVIS-BACON AND RELATED ACT REGULATIONS FEB 1988

52.222-14 DISPUTES CONCERNING LABOR STANDARDS FEB 1988

52.222-15 CERTIFICATION OF ELIGIBILITY FEB 1988

52.222-21 PROHIBITION OF SEGREGATED FACILITIES FEB 1999

52.222-26 EQUAL OPPORTUNITY MAR 2007

52.222-27 AFFIRMATIVE ACTION COMPLIANCE REQUIREMENTS FOR

CONSTRUCTION FEB 1999

52.222-35 AFFIRMATIVE ACTION FOR SPECIAL DISABLED VETERANS, VETERANS OF

THE VIETNAM ERA, AND OTHER ELIGIBLE VETERANS SEP 2006

52.222-36 AFFIRMATIVE ACTION FOR WORKERS WITH DISABILITIES JUN 1998

52.222-37 EMPLYMENT REPORTS ON SPECIAL DISABLED VETERANS, VETERANS OF

THE VIETNAM ERA, AND OTHER ELIGIBLE VETERANS SEP 2006

52.222-50 COMBATING TRAFFICKING IN PERSONS FEB 2009

52.222-54 EMPLOYMENT ELIGIBILITY VERIFICATION JAN 2009

52.223-3 HAZARDOUS MATERIAL IDENTIFICATION AND MATERIAL SAFETY DATA JAN 1997

ALTERNATE I JUL 1995

52.223-6 DRUG-FREE WORKPLACE MAY 2001

52.223-14 TOXIC CHEMICAL RELEASE REPORTING AUG 2003

52.225-13 RESTRICTIONS ON CERTAIN FOREIGN PURCHASES JUN 2008

52.227-1 AUTHORIZATION AND CONSENT DEC 2007

52.227-2 NOTICE AND ASSISTANCE REGARDING PATENT AND COPYRIGHT

INFRINGEMENT DEC 2007

52.227-4 PATENT INDEMNITY- CONSTRUCTION CONTRACTS DEC 2007

52.228-2 ADDITIONAL BOND SECURITY OCT 1997

52.228-11 PLEDGES OF ASSETS SEP 2009

52.228-12 PROSPECTIVE SUBCONTRACTOR REQUESTS FOR BONDS OCT 1995

52.228-14 IRREVOCABLE LETTER OF CREDIT DEC 1999

52.229-3 FEDERAL, STATE, AND LOCAL TAXES APR 2003

52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS SEP 2002

52.232-17 INTEREST OCT 2008

52.232-23 ASSIGNMENT OF CLAIMS JAN 1986

52.232-27 PROMPT PAYMENT FOR CONSTRUCTION CONTRACTS OCT 2008

52.233-1 DISPUTES JUL 2002

52.233-3 PROTEST AFTER AWARD AUG 1996

52.236-2 DIFFERING SITE CONDITIONS APR 1984

52.236-3 SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK APR 1984

52.236-5 MATERIAL AND WORKMANSHIP APR 1984

52.236-6 SUPERINTENDENCE BY THE CONTRACTOR APR 1984

52.236-7 PERMITS AND RESPONSIBILITIES NOV 1991

52.236-8 OTHER CONTRACTS APR 1984

52.236-9 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT,

UTILITIES, AND IMPROVEMENTS APR 1984

52.236-10 OPERATIONS AND STORAGE AREAS APR 1984

52.236-11 USE AND POSSESSION PRIOR TO COMPLETION APR 1984

52.236-12 CLEANING UP APR 1984

52.236-13 ACCIDENT PREVENTION NOV 1991

ALTERNATE I NOV 1991

52.236-15 SCHEDULES FOR CONSTRUCTION CONTRACTS APR 1984

52.236-16 QUANTITY SURVEYS APR 1984

52.236-17 LAYOUT OF WORK APR 1984

ALTERNATE I APR 1984

52.236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION FEB 1997

52.242-13 BANKRUPTCY JUL 1995

52.243-4 CHANGES JUN 2007

52.248-3 VALUE ENGINEERING- CONSTRUCTION SEP 2006

52.249-2 TERMINATION FOR CONVENIENCE OF THE GOVERNMENT (FIXED-PRICE) MAY 2004

ALTERNATE I SEP 1996

52.249-10 DEFAULT (FIXED-PRICE CONSTRUCTION) APR 1984

52.253-1 COMPUTER GENERATED FORMS JAN 1991

I.2 52.203-15 WHISTLEBLOWER PROTECTIONS UNDER THE AMERICAN

RECOVERY AND REINVESTMENT ACT OF 2009 (MAR 2009)

(a) The Contractor shall post notice of employees rights and remedies for whistleblower protections provided under section 1553 of the American Recovery and Reinvestment Act of 2009 (Pub. L. 111-5).

(b) The Contractor shall include the substance of this clause including this paragraph (b) in all subcontracts.

I.3 52.204-11 AMERICAN RECOVERY AND REINVESTMENT ACT—REPORTING

REQUIREMENTS. (MAR 2009)

(a) Definitions. As used in this clause—

“Contract”, as defined in FAR 2.101, means a mutually binding legal relationship obligating the seller to furnish the supplies or services (including construction) and the buyer to pay for them. It includes all types of commitments that obligate the Government to an expenditure of appropriated funds and that, except as otherwise authorized, are in writing. In addition to bilateral instruments, contracts include (but are not limited to) awards and notices of awards; job orders or task letters issued under basic ordering agreements; letter contracts;

orders, such as purchase orders, under which the contract becomes effective by written acceptance or performance; and bilateral contract modifications. Contracts do not include grants and cooperative agreements covered by 31 U.S.C. 6301, et seq. For discussion of various types of contracts, see FAR Part 16.

“First-tier subcontract” means a subcontract awarded directly by a Federal Government prime contractor whose contract is funded by the Recovery Act.

“Jobs created” means an estimate of those new positions created and filled, or previously existing unfilled positions that are filled, as a result of funding by the American Recovery and Reinvestment Act of 2009 (Recovery Act). This definition covers only prime contractor positions established in the United States and outlying areas (see definition in FAR 2.101).

The number shall be expressed as “full-time equivalent” (FTE), calculated cumulatively as all hours worked divided by the total number of hours in a full-time schedule, as defined by the contractor. For instance, two full-time employees and one part-time employee working half days would be reported as 2.5 FTE in each calendar quarter.

“Jobs retained” means an estimate of those previously existing filled positions that are retained as a result of funding by the American Recovery and Reinvestment Act of 2009 (Recovery Act). This definition covers only prime contractor positions established in the United States and outlying areas (see definition in FAR 2.101). The number shall be expressed as “full-time equivalent” (FTE), calculated cumulatively as all hours worked divided by the total number of hours in a full-time schedule, as defined by the contractor.

For instance, two full-time employees and one part-time employee working half days would be reported as 2.5 FTE in each calendar quarter.

“Total compensation” means the cash and noncash dollar value earned by the executive during the contractor’s past fiscal year of the following (for more information see 17 CFR 229.402(c)(2)):

(1) Salary and bonus.

(2) Awards of stock, stock options, and stock appreciation rights. Use the dollar amount recognized for financial statement reporting purposes with respect to the fiscal year in accordance with the Statement of Financial Accounting Standards No. 123 (Revised 2004) (FAS 123R), Shared Based Payments.

(3) Earnings for services under non-equity incentive plans. Does not include group life, health, hospitalization or medical reimbursement plans that do not discriminate in favor of executives, and are available generally to all salaried employees.

(4) Change in pension value. This is the change in present value of defined benefit and actuarial pension plans.

(5) Above-market earnings on deferred compensation which is not tax-qualified.

(6) Other compensation. For example, severance, termination payments, value of life insurance paid on behalf of the employee, perquisites or property if the value for the executive exceeds $10,000.

(b) This contract requires the contractor to provide products and/or services that are funded under the American Recovery and Reinvestment Act of 2009 (Recovery Act). Section 1512(c) of the Recovery Act requires each contractor to report on its use of Recovery Act funds under this contract. These reports will be made available to the public.

(c) Reports from contractors for all work funded, in whole or in part, by the Recovery Act, and for which an invoice is submitted prior to June 30, 2009, are due no later than July 10, 2009.

Thereafter, reports shall be submitted no later than the 10th day after the end of each calendar quarter.

(d) The Contractor shall report the following information, using the online reporting tool available at www.FederalReporting.gov.

(1) The Government contract and order number, as applicable.

(2) The amount of Recovery Act funds invoiced by the contractor for the reporting period. A cumulative amount from all the reports submitted for this action will be maintained by the government’s on-line reporting tool.

(3) A list of all significant services performed or supplies delivered, including construction, for which the contractor invoiced in this calendar quarter.

(4) Program or project title, if any.

(5) A description of the overall purpose and expected outcomes or results of the contract, including significant deliverables and, if appropriate, associated units of measure.

(6) An assessment of the contractor’s progress towards the completion of the overall purpose and expected outcomes or results of the contract (i.e., not started, less than 50 percent completed, completed 50 percent or more, or fully completed). This covers the contract (or portion thereof) funded by the Recovery Act.

(7) A narrative description of the employment impact of work funded by the Recovery Act. This narrative should be cumulative for each calendar quarter and only address the impact on the contractor’s workforce. At a minimum, the contractor shall provide—

(i) A brief description of the types of jobs created and jobs retained in the United States and outlying areas (see definition in FAR 2.101). This description may rely on job titles, broader labor categories, or the contractor’s existing practice for describing jobs as long as the terms used are widely understood and describe the general nature of the work; and

(ii) An estimate of the number of jobs created and jobs retained by the prime contractor, in the United States and outlying areas. A job cannot be reported as both created and retained.

(8) Names and total compensation of each of the five most highly compensated officers…