M6740024Q00690002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to update the PWS w ith a Question Form containing the answ ers to the questions resulting from the Site Visit.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 11

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 06-Aug-2024

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X M6740024Q0069

X 9B. DATED (SEE ITEM 11)

25-Jul-2024

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

06-Aug-2024

CODE

MCIPAC REGIONAL CONTRACTING OFFICE

MCB CAMP S.D. BUTLER

OKINAWA 904-0100

M67400 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

M6740024Q0069

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 1449 - CONTINUATION SHEET

SOLICITATION/CONTRACT FORM

The required response date/time has changed from 08-Aug-2024 04:00 PM to 09-Aug-2024 12:00 AM.

The following have been added by full text:

QUESTION FORM

QUESTION FORM

Questions Answers

What are the widths of the roads? (90m and 60m)

The widths have been posted to Amended Attachment 1 on the last image.

When do you propose a start date for the PoP? Section 1.3 of the amended PWS; commence prior to 01 Oct 2024.

Hod deep do we need to go to remove any concrete foundation? Section 3.1 of the PWS; to be removed out of the ground to a depth of 1.5m from the surface.

Is the Contractor expected to pick up all trash? Section 3.2 of the PWS; all materials and trash will be removed from the site.

Geocell? Section 3.3 of the PWS; a geocell grid will be place on top of the geotextile.

What about red soil erosion? The installation of Geotextile will be in compliance with the references in section 4.0; Section 3.3 of the PWS.

What is the thickness requested for the 90m road and the 60m road?

The thickness of the 90m road will be thick enough to fit the graded and leveled description expressed in section

3.4 of the PWS; the thickness of the 60m road is addressed in section 3.3 of the PWS.

How many piles of concrete wall and their dimensions? Six piles, roughly 18’x18’x5’

Provide as built drawing which indicates the dimensions of the concrete foundations.

We do not have as builts for this area. Section 3.1 of the PWS states “required to be removed out of the ground to a depth of 1.5m from the surface”.

Provide an area of the leveled surface for bid purposes. Estimated to be 10,000 Square Meters.

It stated "The entire area has gravel spread throughout it …on site, once it is mixed in it will need to be spread back out evenly across the site in all applicable areas."

Shall Contractor spread new additional stones from out of the site to the areas.

No, aside from the gravel and crushed coral needed to compact and make the roads.

Provide a total length and width of the roads.

The existing soil road between edges is measured 6.0m width approximately during the site visit.

Length of long road is 90m and length of short road with geotextile is 60m. Width of roads is depicted in the last photo of Attachment A.

Shall Contractor also provide the geotextile for the roads same as in Task 3?

No, geotextile is only needed as stated in Section 3.3 of the PWS.

It stated "Estimate that 50 tons of crushed coral will be needed."

Shall Contractor provide new stones 50 tons from out of the site?

Yes

What the purpose of the coral? (for maintenance or spreading the coral to the site by Contractor)

To ensure addequate compaction fo the roads in order to supports all military vehicles.

Solicitation No.: M67400-24-Q-0069

The following have been modified:

PERFORMANCE WORK STATEMENT

Performance Work Statement (PWS) for the

Snipe MOUT and GP 412 Clearing and Stabilization

1.0 General

Snipe MOUT has recently been torn down of all structures and buildings. It consists of a large open area, with several rebar / concrete pillars remaining, uneven ground, metal poles, and piles of left over rubble and bulk trash from the demolition of the site. The site needs to be completely graded and leveled out with crushed coral / gravel mixture, with all left over piles, poles, and rebar and miscellaneous trash and bulk waste removed. There is also a portion of road that requires crush coral placement, grading, compacting, and geotextile emplaced. This is an area inside of the Central Training Area (CTA) of Camp Hansen, MCBB.

1.1. Description of Services/Introduction.

The Contractor shall provide all personnel, equipment, supplies, facilities, transportation, tools, materials, supervision, and other items and non-personal services necessary to perform Snipe MOUT and GP 412 clearing, and stabilization as defined in this Performance Work Statement except for those items specified as government furnished property and services. The Contractor shall perform to the standards in this contract.

1.2. Scope of Work and Objective.

The overall project consists of removal of old construction material and bulk trash, grading, road stabilization, and concrete wall destruction / re-use. The area is an old training MOUT town that is no longer used. The area needs to be turned into a general-purpose training site, stable ground for vehicle movement, and road stabilization. Once complete the area needs to be clear of all hazards, metal debris, rebar, and old concrete footings and foundations. It will be completely leveled and graded to allow proper drainage.

1.3. Period of Performance.

The Contractor will submit a proposed start and end date for this project with their quote. The start date shall commence prior to 01 Oct 2024.

1.3.1. Federal Holidays. The Contractor shall not be required to provide services on federal holidays unless the holiday is particularly specified otherwise in this PWS.

* When a federal holiday falls on Sunday, the following Monday will be observed as a holiday by the U.S.

government. When a federal holiday falls on a Saturday, the preceding Friday will be observed as a holiday.

In addition to these federal holidays, if the President of the United States issues an executive order closing the federal government, that date shall also be considered a recognized federal holiday (Reference Executive Order 11582 of February 11, 1971, and 5 U.S.C. 5546 and 6103(b) and other similar statues insofar as they relate to the pay and leave of employees of the United States).

1.3.2. Typhoon Conditions. Japan-based military installations close when Tropical Cyclone Condition of Readiness 1C (TCCOR 1C or TC-1C) is declared by Military Weather Station authorities. The Contractor will be required to depart military bases, remain indoors, and monitor radio/television to determine when the TCCOR changes to TCCOR SW (Storm Watch) or TCCOR AC (All Clear). When TCCOR SW is declared by Military Weather Station authorities, the Contractor shall restart the service within 2 hours. If that occurs after normal business hours, services shall begin the next normal workday at 7:30am.

2.0 Place of Performance.

The work to be performed under this contract will be performed at Snipe MOUT and GP 412 located in the MCBB CTA. Attachment A shows photos of the area in which the Contractor will be performing the work specified in the PWS. The coordinates for the Place of Performance are as follows:

MGRS: 52RCQ 96257 31100.

3.0 Technical Requirements (Description of Work / Tasks)

3.1 Task 1: Rebar and concrete pile removal and old gate pole removal The Contractor shall remove all old concrete footings, foundations, and metal rebar and poles from the site to include out of the ground. There is approximately 150 total rebar and concrete pole and approximately ten (10) 5m long x 10cm square steel poles that are required to be removed. All concrete foundations still in the ground are required to be removed out of the ground to a depth of 1.5m from the surface. All the old concrete on site can be crushed on site and used for the base layers of the re-grading of the area (See Section 3.4).

3.2 Task 2: Removal and disposal of all old rebar, bulk trash, metal, and unusable concrete material There is a large amount of bulk trash that is left over from the demolition of the site that is required to be removed and disposed of. All material and trash will be raked and removed from the site. The materials to be removed and disposed of consist of rebar, metal, rubber, steel frames, poles, and miscellaneous trash. There are (6) large piles of old concrete walls, roughly 18’x18’x5’ each, that have rebar mixed into it. The rebar needs to all be removed from the site and disposed of.

3.3 Task 3: Install Geotextile

The Contractor shall install geotextile GR-1000MP, or Terracell equivalent, and a Geocell grid to stabilize the access road into GP 412. Once geotextile is installed Contractor shall grade and compact the road with gravel and crushed coral to prevent run off and eroding on the slopes. The installation of Geotextile will be in compliance with the

Federal Holiday Occurrence New Year’s Day 1 January*

Martin Luther King Jr.’s Birthday 3rd Monday of January President’s Day 3rd Monday of February Memorial Day last Monday of May

Juneteenth 19 June* Independence Day 4 July*

Labor Day 1st Monday of September Columbus Day 2nd Monday of October Veterans Day 11 November*

Thanksgiving Day 4th Thursday of November Christmas Day 25 December*

Okiawa Prefectural Red Soil Erosion Prevention Ordinance to prevent red soil erosion, and to prevent red dirt from washing into the drainage area. The Geotextile will be .025m over the existing drainage system to prevent pooling and to allow proper drainage. The road is 60m long, and has a minimum of 5m near the center to a maximum of 7m near the entrance in width. Crushed coral and gravel amounts need to be enough for this required area. See Attachment A for dimensions.

3.4 Task 4: Level and grading of the entire area

The Contractor shall grade and level the entire applicable area, an estimated 10,000 Square Meters, to ensure vehicle access is allowed from roadways at entrance points, vehicle traffic is possible in applicable areas, and the area is as level and even as possible in applicable areas. The entire area has some slight hills and highs and lows by nature which are okay to still be there. The entire area should be as smooth and level as possible, compacted, and graded evenly to provide a safe training area for use. The concrete walls and rubble that is currently on the site will need to be crushed up into 0-20mm pieces and re-used and mixed in evenly with the current material and gravel on the ground at the site. The entire area has gravel spread throughout it that will need to be piled up and evenly mixed in with the crushed concrete walls and concrete debris on site, once it is mixed in it will need to be spread back out evenly across the site in all applicable areas. There are two (2) road areas, one 90m and one 60m, that will need to be further compacted and crush coral added to for the road to maintain its structural stability and be used for heavy vehicle traffic. See Attachment A for road widths. Estimate that 50 Tons of crushed coral will be needed to ensure addequate compaction for the roads to support all military vehicles. End state is that the entire area is clear of all rubble, debris, and trash, and the concrete currently onsite to be used to grade and level the area for vehicle and personnel traffic to minimize disposal cost.

4.0 Applicable Documents / Governing References. In addition, requirements of regulations and policies applicable to this contract/order by virtue of clauses contained herein, the Contractor shall, in the performance of this contract/order, also comply with all references applicable to the specific tasks of this Performance Work Statement, as listed below, including any amendments or subsequent issuance.

Reference Location Okinawa Prefectural Red Soil Erosion Prevention Ordinance, October 1994 https://www.pref.okinawa.jp/site/kankyo/hozen/ mizu_tsuchi/redclay/documents/akatuti_jyourei.pdf

Chapter 13 of the Department of Defense Japan Environmental Governing Standards (JEGS), November 2018 https://www.usfj.mil/Resources/JEGS/

U.S. Army Corps of Engineers EM 385-1-1, Safety and Health Requirements Manual, September 2008 https://www.publications.usace.army.mil/Portals/76/ Publications/EngineerManuals/EM_385-1-1.pdf

5.0 Special Instructions and Administrative Information

5.1. Non-Personal Services. This is a non-personal service, performance-based contract. The Contractor bears responsibility to manage its employees and guard against any actions that could be characterized as personal services as defined in FAR 37.104, or which convey the perception that personal services are being delivered. No provisions are implied nor provided in this contract for any benefits such as medical care, retirement, or worker’s compensation, other than those incorporated through enumerated clauses.

5.2. Identification of Contractor Personnel and Equipment. In accordance with DFARS 211.106, Contractor personnel performing non-personal services on DoD installations or other government facilities shall ensure that they are readily identifiable as Contractor employees (including subcontractors and consultants). All Contractor employees shall always comply with the following:

5.2.1. Telephone Identification. Identify themselves as Contractor personnel at the onset of every telephone call made from a Government telephone or any other phone if the call is made in support of Government-related requirements and activities.

5.2.2. Recorded Messages. Identify themselves as Contractor personnel in all recorded messages including those, which are heard by callers attempting to contact Contractor employees via answering machines or voicemail.

5.2.3. Meetings, Conferences and Events. Identify themselves as Contractor personnel at the onset of every meeting, conference or any other gathering attended in support of any Government related requirements or activities.

5.2.4. Correspondence. Identify themselves as Contractor personnel on any correspondence, documents, or reports accomplished or sent in support of any service provision to the Government, including, but not limited to, correspondence sent via the U.S. Mail, facsimile, or electronic mail (email) inclusive of out-of-office replies.

5.2.5. Personal and Corporate Identification. Wear or display Contractor provided nametags, badges or attire which display, at a minimum, the name of the Contractor and their respective company.

5.3. Designated Third Country Nationals (DTCN). Persons from certain countries are considered DTCN and are generally restricted from entering Marine Corps Bases Japan (MCBJ) Camps, Air Stations, or facilities. A listing of DTCN countries and other related information regarding this policy can be found in USFJ Instruction 31-204 (Designated Third Country Nationals), which can be made available upon request.

5.4. Exemption from Japanese Taxes. Pursuant to the U.S. – Japan Status of Forces Agreement and the Joint Committee, the governments of the United States and Japan have agreed that the procurement in Japan of materials, supplies, equipment, and services for official purposes may be except from certain Japanese taxes. When incorporated, paragraph c. of the clause FAR 52.229-6, “TAXES – FOREIGN FIXED PRICE CONTRACTS” and/or DFARS 225.229-7001 ‘TAX RELIEF’ stipulate that contract/order pricing shall not include the Consumption Tax. Submission of, and/or incorporation into the contract of, your offer, certifies that pricing does not contain any cost related to the Consumption Tax. Questions concerning this matter should be directed to your local Japanese Tax Office.

5.5. Subcontract Management. The Contractor shall be responsible for any subcontract management necessary to integrate work performed on this requirement and shall be responsible and accountable for subcontractor performance on this requirement. The prime Contractor will manage work distribution to ensure there are no Organizational Conflict of Interest (OCI) considerations. Contractors may add subcontractors to their team after notification to the Procuring Contracting Officer (PCO). Cross teaming may or may not be permitted.

5.6. Mission Essential Personnel / Tasks. Unless specified otherwise in this Performance Work Statement, Contractors supporting this contract/order are not considered “Mission Essential” personnel (as defined in DFARS 237.76) who would be required during crisis or emergency operations.

5.7. Hazardous Materials and Safety. The Contractor and its subcontractors shall comply with all applicable laws, including Public Law 91-596 (Occupational Safety and Health Administration (OSHA)) and DOD Directive 4715.1E, Environmental, Safety, and Occupational Health (ESOH)). Contractor personnel performing services on a DOD installation shall participate in local Voluntary Protection Programs (VPP). Information on the VPP is available at http://www.osha.gov/dcsp/vpp/index.html

5.8. Installation Access and Personnel Credentialing

5.8.1. Motor Vehicles. Vehicle licensing, registration, and insurance requirements must all be conducted in accordance with host nation law, USFJ Instruction 31-205, and applicable local installation policies.

5.8.1.1. Registration/Permits. Vehicle registration on Okinawa, Japan is conducted with the Provost Marshal via the Joint Services Vehicle Registration Office (JSVRO) at Bldg 5638, Marine Corps Base, Camp Butler. Information may be obtained at JSVRO website at: https://www.mcbbutler.marines.mil/Base-Information/Vehicle- Registration/, or by calling +81-(0)98-970-7481.

5.8.1.2. Registration Termination. Vehicle permits will expire upon termination date of this contract/order, expiration of an individual base pass or DBIDS ID, expiration of vehicle inspection sticker, or termination of their http://www.osha.gov/dcsp/vpp/index.html https://www.mcbbutler.marines.mil/Base-Information/Vehicle-Registration/ https://www.mcbbutler.marines.mil/Base-Information/Vehicle-Registration/ employment (whichever occurs first). Permits issued to individuals who overstay any of these authorized dates become void and invalid.

5.8.1.3. Insurance. Vehicle permitting procedures require that all vehicles, personal or corporate, must be properly inspected and insured in accordance with Japanese Compulsory Insurance (JCI) requirements. Additionally, for SOFA status personnel and U.S. corporate vehicles, the Contractor or SOFA status individual is required to procure and maintain, during the entire period of performance under this contract, the following minimum insurance on each vehicle used by the Contactor at the work site:

Automobile Property Damage Insurance Amount: ¥30,000,000 (or U.S. Dollar equivalents) Bodily Injury Insurance Amount: ¥30,000,000 Yen (or U.S. Dollar equivalents)

Prior to the commencement of work, the Contractor shall furnish to the Contracting Officer a certificate or written statement of the above required insurance for any and all corporate vehicles to be used. The policies evidencing required insurance shall contain an endorsement to the effect that cancellation or any material change in the policies adversely affecting the laws of the state in which this contract is to be performed and in no event less than thirty (30) days after written notice thereof to the Contracting Officer.

5.8.1.4. Road Laws. All personnel operating motor vehicles under this contract/order are subject to U.S. military installation regulations and Japanese Road Laws. Failure of the Contractor, its employees, or its subcontractors, to comply, may result in revocation of driving privileges or other legal action.

5.8.1.5. Vehicle Disposal. Personnel protected under the Status of Forces Agreement (SOFA) are required by regulation to properly dispose of vehicles prior to departure from Japan. For individuals performing under this contract, the Contractor may be held financially liable for vehicles abandoned, or vehicles not disposed of properly, in accordance with vehicle regulations as agreed with the Government of Japan.

5.8.2. Personnel Access / Credentialing. Access to local installations is inherently required to accomplish specified tasks under this contract/order. The Contractor shall therefore ensure all necessary actions are taken to obtain such access by its personnel in time to affect access in accordance with the requirements of the PWS and POP. Failure to complete such actions in a timely manner, some of which may occur prior to the POP or individual mobilization/relocation to the place of performance, shall not constitute excusable delay. Upon request, the Contracting Officer will provide a ‘check-in’ sheet that summarizes required actions.

5.8.2.1. Common Access Cards (CAC). Provided the clause 52.204-9 is incorporated, personnel performing on this contract/order may require a CAC. Pursuant to FAR 52.204-9, the CAC is DoD’s Personal Identity Verification (PIV) system; DoD procedures for CAC issuance are applicable and incorporated herein, as governed by DODI/M series 1000.13, DODI 5200.46, and other regulations. All personnel to be issued CAC must meet eligibility and suitability criteria as specified in the references; accordingly, the vetting procedures and required personnel actions may often begin well before the contract/order POP. The Contractor and its employees and/or subcontractors are responsible for ensuring timely action and suitability to obtain CACs, and any resultant access issues from non-compliance shall not constitute excusable delay.

5.8.2.2. Base Passes and/or Defense Biometrics Identification System (DBIDS) cards. Personnel that do not qualify for CAC require an alternate credential for installation access, as governed by Marine Corps Installations Pacific Order 5512.2, which can be provided upon request. The process to request access requires approval from the Contracting Officer in an access request letter.

5.8.2.3. Return and/or Disposal of Access Credentials. The Contractor’s employees shall return to the applicable issuing office all base passes, DBIDS cards, and/or CAC, immediately upon termination of employment or completion of this contract and certification of receipt shall be obtained and submitted to the Contracting Officer.

The Contractor shall submit a listing of employees terminated under this contract to the Contracting Officer within seven (7) days of the effective date of termination.

5.8.2.4. Status of Forces Agreement. Possession of a CAC or other credential does not, alone, determine the legal status of personnel performing under this contract. Additionally, unless specifically identified on the CAC, the credential does not necessarily authorize logistical support privileges such as commissary/exchange access. The individual status of personnel performing under this contract, and the privileges authorized, are governed in accordance with United States Force Japan Instructions (predominantly USFJI 64-100), applicable credentialing regulations, and the information prescribed via DFARS clauses regarding Contractor Personnel in Japan, as contained herein.

5.9. Privacy Act. Pursuant to FAR clause 52.224-3, as incorporated, DoD requires agency-specific Privacy Act training as prescribed in DODM 5400.11-R. DODM 5400.11-R also prescribes required actions regarding information and privacy, which are applicable to the Contractor and its personnel performing under this contract/order. The regulation may subject the Contractor and/or Contractor's personnel to criminal liability under Title 18, Section 793 and 7908 of the United States Code.

5.10. Classified information. Any classified work products shall be handled in accordance with DoD Instruction 5220.22-M. The Contractor’s procedures for protecting against unauthorized disclosure of information will not require DoD employees or members of the Armed Forces to relinquish control of their work product, whether classified or not, to the Contractor. The Contractor may also have access to, and be required to safeguard, For Official Use Only (FOUO), sensitive, confidential, and/or classified information and material.

5.11. Key Control. The Contractor shall establish and implement methods of ensuring that all keys issued to the Contractor by the government are not lost or misplaced and are not used by unauthorized persons. The Contractor shall report lost keys to the unit’s point of contact. The Contractor shall not duplicate any keys. It is also the responsibility of the Contractor to prohibit the opening of locked areas by the Contractor’s employees to permit entrance of persons other than Contractor’s employees engaged in the performance of assigned work in those areas. In the event keys are lost or unauthorized duplication occurs through the fault of a Contractor employee, The Government may, at its option, require the Contractor to replace keys, reimburse the government for replacement of locks, or re-key as a result of Contractor losing keys. In the event a master key is lost or duplicated, the Contractor shall replace all locks and keys for that system and the total cost will be deducted from the monthly payment.

5.12. Travel. Travel costs are NOT reimbursable unless specifically provided for in this order/contract through an enumerated cost reimbursable Contract Line-Item Number (CLIN) entitled Travel.

5.12.1. Foreign Travel

5.12.1.1. Compliance with DoD Foreign Clearance Guide (FCG). Personnel performing under this contract who may be required to travel to other countries during performance, shall comply with all FCG prescriptions for each country to be visited. Access to the FCG can be found here: https://www.fcg.pentagon.mil/fcg.cfm .

Contractors unable to access the site, or otherwise requiring assistance, shall contact the Contracting Officer, or the unit’s point of contact for assistance.

5.12.1.2. Compliance with U.S. Indo-Pacific Command (INDOPACOM) and other directives. Contractor personnel traveling within the INDOPACOM Area of Responsibility (AOR) are subject to, and shall comply with, INDOPACOM directives related to such travel. Additionally, Contractor personnel traveling in support of exercises, or other specified events and activities, shall comply with applicable travel instructions published for the designated area or event, as issued by General Order, Planning Conference Memorandum, Exercise Directive, Initiating Directive, or other similar correspondence.

5.12.1.3. Personnel with security clearance are subject to additional requirements and shall consult with the supported command G-2 when contemplating and/or completing foreign travel.

5.13. Quality Control and Quality Assurance. In accordance with FAR part 46, and the respective enumerated clauses incorporated in this contract/order, the contactor is reminded that the government may conduct Quality Assurance actions, inspect the Contractor’s Quality Control Plan and records, and take remedial actions as necessary, at any time through the duration of this contract/order.

https://www.fcg.pentagon.mil/fcg.cfm

SECTION II PERFORMANCE REQUIREMENT SUMMARY

Task Performance Objective

PWS

Reference Performance Standard

Acceptable Quality Level

Surveillance Method Incentive

Rebar, pile, concrete, and pole removal

The Contractor shall remove all old rebar, piles, concrete footings, and metal poles from the area as indicated in Attachment A.

3.1 Technical & Timeline:

Area shall be cleared of all metal and hazardous debris, all objects should be removed from ground, and area should be left with no visible signs of previous infrastructures.

Accuracy:

100%

100 % Inspection

Payment

Removal of all old metal, rebar, trash, unusable rubble from site

The area shall be completely cleaned of all old rubble that is not usable, all metal, rebar, bulk trash, garbage, and any other objects or garbage on the entire site. As indicated in Attachment A.

3.2 Technical & Timeline:

Area shall be raked and left completely clean and clear of all trash, debris, or signs of any previous infrastructure or usage of the site. To include all bulk trash and garbage along tree lines and other areas.

Accuracy:

100%

Install Geotextile

The Contractor shall install geotextile GR- 1000MP or Terracell equivalent to stabilize the access road into GP 412indicated in Attachment A.

3.3 Technical & Timeline:

Geotextile and Geocell shall be installed to stabilize the road leading into GP 412.

Road should be graded and compacted with gravel and crushed coral to ensure longevity of use.

Accuracy:

100%

Level and grading of entire area

The Contractor shall level and grade the entire applicable area.

3.4 Technical & Timeline:

The area shall be left graded, leveled, and compacted where applicable to provide a safe and long-lasting training area. Concrete on site to be used to minimize overall cost of disposal and bringing in new gravel.

Crushed coral will be used on road surfaces and all other areas will be mixed evenly with gravel and concrete debris already on site.

Accuracy:

100%

End Performance Work Statement

(End of Summary of Changes)

5.0 Special Instructions and Administrative Information