N6274224R6719-0001_released.pdf

ACQR6064313

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

N6274224R6719 D/B UFC Renovate Operations Building and Transient Barracks at Basa Air Base, Floridablanca, Philippines.

Detail of Amendment 0001 begins on the folliow ing page.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 15

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

16C. DATE SIGNED

BY 03-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 N6274224R6719

X 9B. DATED (SEE ITEM 11)

19-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 is extended, X 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 1 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

03-Aug-2024

CODE

NAVFAC ROICC THAILAND (US EMBASSY)

7 SATHORN TAI ROAD

BANGKOK THAILAND 10120

N62742 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N6274224R6719

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMD 0001 ADD CLINS

The following changes will be considered part of this solicitation:

A. Proposal due date is unchanged and remains 19 August 2024, no later than 11:00 a.m. Thailand time.

B. The following changes are hereby incorporated to solicitation, Parts 1, 3 and 6 under this solicitation.

Amendment 0001

PART 1

PROPOSAL FORMS AND DOCUMENTS

1. Add CLIN0003 and 0004 to the solicitation.

2. Section 070000, add Clause 52.236-7 Permits and Responsibilities. (Nov 1991) in full text.

3. Section 073000, add Host Nation Requirements.

PART 3

STATEMENT OF WORK

4. On Page 1 of 14 under item 01 PROJECT DESCRIPTION;

Change from:

This is a design build UFC project to provide complete design and renovation of Operations Building, Transient Barrack, and Latrine Facility. The project is located at Basa Air Base, Floridablanca, Pampanga, Philippines.

The renovation of the operations building involves constructing a new steel roof structure with metal roof sheet covering, repairing, and repainting water damage interior and exterior walls and ceilings, replacing damaged water closets, sinks, and urinals, as well as replacing rusted electrical boxes. Additionally, a new elevated water tank will be installed to supply the toilet facility. Air conditioning units will also be installed in the office rooms.

The renovation of the transient barracks and latrine facilities includes installing new air conditioning units and ceiling fans, replacing loose or damaged electrical outlets and lighting fixtures, as well as repairing and repainting leaked interior and exterior walls and ceilings. Additionally, for the latrine facility, there will be replacements of water closets, toilet doors, urinals, and exhaust fans.

All facilities require energy saving lighting and air conditioning system, water saving plumbing system, a functioning and maintainable waste system that either ties into municipal system or holds and process solids before being released to municipal system. Materials used shall be high quality and require little or no maintenance once installed. The facility shall have the appearance of cleanliness and professionalism upon completion.

After award, this Statement of Work (SOW) may be modified as determined by the Contracting Officer to address unforeseen conditions or further refine the requirements to better accomplish the project objectives based on new information realized during the administration of the contract.

Period of Performance for complete design and construction:

CLIN 0001: BASE BID ITEM 0001- RENOVATION OF OPERATION BUILDING, 300 Calendar days.

CLIN 0002: BASE BID ITEM 0002- RENOVATION OF TRANSIENT BARRACK AND LATRINE

FACILITIES, 300 calendar days.

To:

This is a design build UFC project to provide complete design and renovation of Operations Building, Transient Barrack and Latrine Facility, fabricate and install a hangar sliding door and improve the stormwater drainage system of the ADAC Hangar. The project is located at Basa Air Base, Floridablanca, Pampanga, Philippines.

The renovation of the operations building involves constructing a new steel roof structure with metal roof sheet covering, repairing, and repainting water damage interior and exterior walls and ceilings, replacing damaged water closets, sinks, and urinals, as well as replacing rusted electrical boxes. Additionally, a new elevated water tank will be installed to supply the toilet facility. Air conditioning units will also be installed in the office rooms.

The renovation of the transient barracks and latrine facilities includes installing new air conditioning units and ceiling fans, replacing loose or damaged electrical outlets and lighting fixtures, as well as repairing and repainting leaked interior and exterior walls and ceilings. Additionally, for the latrine facility, there will be replacements of water closets, toilet doors, urinals, and exhaust fans.

The installation of a new hangar door involves designing, fabricating, and installing new twelve (12) panel hangar door with all required electrical and mechanical components. The installation will also include the foundation and other supporting structural and architectural elements.

Upgrade the stormwater drainage system in the ADAC Hangar to support aircraft loads, flush the system between the hangar area and headwall south of the rear taxi apron, and remove debris from approximately 920 meters of existing stormwater drainage system between the hangar and the runway security fence exit culvert.

All facilities require energy saving lighting and air conditioning system, water saving plumbing system, a functioning and maintainable waste system that either ties into municipal system or holds and process solids before being released to municipal system. Materials used shall be high quality and require little or no maintenance once installed. The facility shall have the appearance of cleanliness and professionalism upon completion.

After award, this Statement of Work (SOW) may be modified as determined by the Contracting Officer to address unforeseen conditions or further refine the requirements to better accomplish the project objectives based on new information realized during the administration of the contract.

Period of Performance for complete design and construction:

CLIN 0001: BASE BID ITEM 0001- RENOVATE OPERATION BUILDING, 300 Calendar days.

CLIN 0002: BASE BID ITEM 0002- RENOVATE TRANSIENT BARRACK AND LATRINE FACILITIES, 300 calendar days.

CLIN 0003: BASE BID ITEM 0003 – FABRICATE AND INSTALL HANGAR DOOR, 300 calendar days

CLIN 0004: BASE BID ITEM 0004 – IMPROVE HANGAR STORM WATER DRAINAGE, 300 calendar days.

5. On Page 2 of 14 under item 02 PROJECT OBJECTIVES;

The objective of this project is to enhance the functionality and compliance of the current operations building, transient barracks, and latrine facilities to meet the minimum requirements outlined in the Unified Facilities Criteria (UFC) standards. This involves upgrading and renovating these facilities to ensure they adhere to current regulations and guidelines, thereby improving operational efficiency, safety, and comfort for all personnel. By aligning these buildings with UFC standards, we aim to provide a more effective and compliant environment that supports the mission and well-being of the occupants. The aim is to achieve this while ensuring zero incidents occur during the period of project performance.

The objective of this project is to enhance the functionality and compliance of the current Operations building, transient barracks, latrine facilities, and the ADAC hangar to meet the minimum requirements outlined in the Unified Facilities Criteria (UFC) standards. This involves upgrading and renovating these facilities to ensure they adhere to current regulations and guidelines, thereby improving operational efficiency, safety, and comfort for all personnel. Aligning these buildings with UFC standards, provides a more effective and compliant environment that supports the mission and well-being of permanent and visiting personnel. The repair and improvements of the hangar door and stormwater drainage will improve the overall security of the hangar while eliminating risks of flooding and protecting valuable assets. A second objective is achieving zero incidents during the period of project performance.

6. On Page 3 of 14 under item 3.1 EXISTING SITE CONDITION;

The project is located on Basa Air Base, Pampanga, the Philippines, Following are the GPS coordinates for the facilities:

Operations Building: 14°58'54"N 120°29'40"E.

Transient Barrack: 14°58'59"N 120°29'55"E.

Latrine Facility: 14°59'00"N 120°29'55"E.

The project is located on Basa Air Base, Pampanga, the Philippines, Following are the GPS coordinates for the facilities:

Operations Building: 14°58'54"N 120°29'40"E.

Transient Barrack: 14°58'59"N 120°29'55"E.

Latrine Facility: 14°59'00"N 120°29'55"E.

Hangar Door and Storm Water Drainage Improvement: 14°58'28.49"N 120°29'16.53"E.

7. On Page 4 of 20 under item 04 PROJECT REQUIREMENTS;

CLIN 0001: BASE BID ITEM 0001- RENOVATE OPERATION BUILDING.

CLIN 0002: BASE BID ITEM 0002- RENOVATE TRANSIENT BARRACK AND LATRINE FACILITIES.

CLIN 0001: BASE BID ITEM 0001- RENOVATE OPERATION BUILDING.

CLIN 0002: BASE BID ITEM 0002- RENOVATE TRANSIENT BARRACK AND LATRINE FACILITIES.

CLIN 0003: BASE BID ITEM 0003 – FABRICATE AND INSTALL HANGAR DOOR.

CLIN 0004: BASE BID ITEM 0004 – IMPROVE HANGAR STORM WATER DRAINAGE.

8. On Page 6 of 14 under item 5. WORK/ROOM REQUIREMENT;

Add:

5.1 CLIN 0001: BASE BID ITEM 0001- RENOVATE OPERATION BUILDING

Construct a new steel roof structure on top of existing building.

Provide metal roof sheet covering. The shape and color will be determined later by the COR.

A minimum 1.5 meter overhang shall be provided in all sides.

Repair and repaint all water damage interior and exterior walls and ceilings (existing concrete roof).

Replace damaged water closets, sinks, and urinals.

Replace rusted electrical boxes and damaged electrical wiring.

Construct and install a new elevated water tank to supply the toilet facility.

Install a new air conditioning units in the office rooms.

5.2 CLIN 0002: BASE BID ITEM 0002- RENOVATE TRANSIENT BARRACK AND LATRINE FACILITIES

5.2.1 TRANSIENT BARRACK

Repair and repaint leaked interior and exterior walls.

Repair and repaint damaged or sagging ceiling.

Installing new air conditioning units and ceiling fans.

Replace loose or damaged electrical outlets and lighting fixtures.

Repair and repaint leaked interior and exterior walls.

Repair and replace damaged electrical wiring.

Repair and refinish all the exterior doors.

5.2.2 LATRINE FACILITY

Replaced all damaged plumbing fixtures.

Replace all water closets, toilet doors, urinals, and exhaust fans.

Replace loose or damaged electrical outlets and lighting fixtures.

Repair and replace damaged electrical wiring.

Repair and refinish all the exterior doors.

5.3 CLIN 0003: BASE BID ITEM 0003 – FABRICATE AND INSTALL HANGAR DOOR

Procure, design, and install a new twelve (12) panel mechanical sliding hangar door.

The work shall include all required electrical and mechanical components.

The motor shall be a 3-phase induction brake motor with a minimum IP54 rating. The contractor shall design and determine the motor's power and capacity.

Demolish existing concrete pad to install steel track for twelve (12) mechanical sliding door. Saw cut and remove a section approximately 1.5-meter-wide x 0.3-meter-deep x 37 meter long to place level concrete section with reinforcement and steel track.

Construct the structural and architectural extension between the existing hangar structure and the new hangar doors.

Construct new concrete footings and hangar door column supports where required, remove existing concrete as required, and replace with reinforced concrete for the new sliding door track system.

Clean track, lubricate and align all existing door systems.

Repair the bent/damaged steel plate in the existing hangar door that is preventing the door from moving.

Move 3 x LED lights from the front of the existing hangar to the front of the new hangar door superstructure.

Rewire LED lights and place LED lights in the same vertical and horizontal configuration The design shall consider the following information:

o The project location has a PHIVOLCS earthquake intensity susceptibility exceeding VIII and above, and the soils are moderately susceptible to liquefaction.

o Weather hazards include one-day duration flooding of 0.5 m and 20-year recurring wind speeds of 117.1 to 220 km/h. The area is prone to ashfall.

5.4 CLIN 0004: BASE BID ITEM 0004 – STORMWATER DRAINAGE IMPROVEMENT

5.4.1 Stormwater System Cleaning

Assess the stormwater system from the ADAC hangar area to the runway security fence exit culvert, including inspection of the culverts and channel crossings.

Clear and remove vegetation and debris from the approximately 120 m2 stormwater catchment basin.

Clear and remove vegetation and debris from approximately 350 m of ditch, its banks, and culverts from the hangar to the runway security fence exit culvert.

Flush sediment and debris from drains, pipes, and culverts between the hangars, office, and the taxiway discharge point (approximately 250 m total length).

Removing new debris from the collection pond and taxiway discharge point.

Inspect culverts and document results

5.4.2 Stormwater Drainage Improvement

Sawcut the existing concrete apron and remove it. Excavate two trenches, each approximately 2.5 feet

(0.76 meters) wide by 3.5 feet (1.0 meters) deep, with a total length of 732 feet (223 meters).

Install eight 1-meter-tall reinforced concrete manholes / drop inlets with grates. Inlet dimension shall be no less than 25 inches x 25 inches (0.6 meters x 0.6 meters).

Install 223 meters of 15-inch (375 mm) reinforced concrete pipe with a minimum slope of 0.2%.

Backfill with free draining angular ¾ inch aggregate and place a reinforced concrete pad to meet design requirements for the airport apron. Install 20-inch-long dowels at 12 inches on center spacing to connect the existing concrete with the new reinforced concrete pad.

Remove existing grates and infill with concrete to meet design requirements for the airport apron.

Install 20-inch-long dowels on 12-inch center spacing to connect the existing concrete with the new reinforced concrete pad.

5.4.3 Tie-Down Improvement and Load Test

Conduct physical load testing on all tie-downs within the existing hangars.

Replace / repair failing units and retest IAW UFC 3-260-01.

Conduct a static ground test of the existing tie-down as per UFC 3-575-01 1 July 2012 Change 1

October 1, 2021. Paint the tie-down that pass the static ground test.

Install and conduct physical load testing on new aircraft tie-downs where specified by the aircraft operators IAW UFC 3-260-01 Airfield and Heliport Planning and Design Appendix B Section 11.

Install grounding of the new exterior tie-downs according to UFC 3-575-01 1 July 2012 Change 1

October 1, 2021, Section 2- 3.3.1.1 Aircraft Parking Aprons. Static Grounds. Mooring eyes/tiedowns are permitted to be used as static grounding points if criteria are met.

9. On Page 7 of 14 add item A10 FOUNDATION;

A10 FOUNDATIONS

a. Construct a foundation for the new mechanical hangar door.

b. Foundation shall be designed to suit subsurface conditions, and shall be capable of transmitting all building loads to the ground.

c. Design and construction shall comply with Part 4, A10 Foundations.

d. The foundations shall be reinforced concrete construction.

10. On Page 7 of 14 under item B10 SUPERSTRUCTURE;

a. Contractor shall verify the existing structural and foundation capacity for compliance with applicable codes and wind/seismic design requirements due to the additional load from the new roofing structure.

b. Calculations and drawings shall show a clear load path to the foundation and how each structural member will transfer loads from member to member.

c. Loading combination shall incorporate dead, super-dead, live, wind, and earthquake loads, please refer to the codes for the minimum design loads, except for the wind speed the minimum design shall comply with host nation code and standards.

d. Structural roof beam when used shall be constructed in integral part with building’s structural member. NO roof structure is allowed to sit or ties directly to concrete masonry unit bricks.

a. Construct and install twelve (12) panels mechanical hangar door along with all supporting structures.

b. Contractor shall verify the existing structural and foundation capacity for compliance with applicable codes and wind/seismic design requirements due to the additional load from the new roofing structure.

c. Calculations and drawings shall show a clear load path to the foundation and how each structural member will transfer loads from member to member.

d. Loading combination shall incorporate dead, super-dead, live, wind, and earthquake loads, please refer to the codes for the minimum design loads, except for the wind speed the minimum design shall comply with host nation code and standards.

e. Structural roof beam when used shall be constructed in integral part with building’s structural member. NO roof structure is allowed to sit or ties directly to concrete masonry unit bricks.

11. On Page 12 of 14 under item D509001 GENERAL CONSTRUCTION ITEMS (ELECTRICAL);

a. Replace all electric exhaust fans with ducting system inside the latrine facilities.

b. Replace all ceiling mounted fans in the transient barrack.

c. Provide a complete grounding system for all the building electrical systems.

a. Replace all electric exhaust fans with ducting system inside the latrine facilities.

b. Replace all ceiling mounted fans in the transient barrack.

c. Provide a complete static grounding test for all existing and new interior and exterior tie downs.

d. Provide a complete grounding system for all the building electrical systems.

PART 6

ATTACHMENTS

12. On Page 1 of 31, Change Figure 1. Site Location To:

13. On Page 3 of 31, Add figure 3A Geographic Location of ADAC Hangar and Proposed Door Location and 3B Flowlines and Existing Stormwater Drains System:

14. Add following documents:

1. Enclosure 1. ADAC Hangar As Built Drawing

2. Enclosure 2. Conceptual Design of Stormwater Drainage System

C. The following attachments are incorporated to the RFP.

- Exhibit D. - Revised BOQ

D. All other terms and conditions remain the same.

(End of Summary of Changes)

SECTION 00 10 00 - SOLICITATION

CLIN 0003 is added as follows:

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0003 1 Project

FABRICATE AND INSTALL HANGAR DOOR

FFP

This is a Design-Build project. The contractor shall provide complete design and installation of a new HANGAR DOOR at BASA Airbase, Floridablanca, Philippines in accordance with the Parts 2-6 attached here within.

FOB: Destination

PSC CD: C1QA

NET AMT

CLIN 0004 is added as follows:

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0004 1 Project

IMPROVE HANGAR STORM WATER DRAINAGE

FFP

This is a Design-Build project. The contractor shall provide complete design and

UPGRADE THE STORMWATER DRAINAGE SYSTEM IN THE ADAC

HANGAR at BASA Airbase, Floridablanca, Philippines in accordance with the Parts 2-6 attached here within.

PSC CD: C1QA

NET AMT

The following Delivery Schedule for CLIN 0003 has been added:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

300 dys. ADC 1 NAVFAC PACIFIC SITE PHILIPPINES

CAMP AGUINALDO

MANILA PHILIPPINES

63 2 912 2423 EXT. 308

N62742

The following Delivery Schedule for CLIN 0004 has been added:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

300 dys. ADC 1 NAVFAC PACIFIC SITE PHILIPPINES

CAMP AGUINALDO

MANILA PHILIPPINES

63 2 912 2423 EXT. 308

N62742

SECTION 00 70 00 - CONDITIONS OF THE CONTRACT

The following Acceptance/Inspection Schedule was added for CLIN 0003:

INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

N/A N/A N/A Government

The following Acceptance/Inspection Schedule was added for CLIN 0004:

INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

N/A N/A N/A Government

The following have been modified:

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 Contract Award Document (SF1442), (b) prosecute the work diligently, and (c) complete the entire work for both Base Bid and Option items ready for use not later than three hundred (300) calendar days after Contract Award. The time stated for completion shall include final cleanup of the premises.

CLIN 0001: Renovation of Operation Building – 300 calendar days CLIN 0002: Renovation of Transient Barrack and Latrine Facilities – 300 calendar days.

CLIN 0003: Fabricate and Install Hangar Door – 300 calendar days CLIN 0004: Improve Hangar Storm Water Drainage – 300 calendar days

(End of clause)

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount for each calendar day of delay until the work is completed or accepted.

CLIN 0001: $190 per day CLIN 0002: $130 per day CLIN 0003: $100 per day CLIN0004: $80 per day

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

The following were previously included by reference and are now included by full text:

52.236-7 PERMITS AND RESPONSIBILITIES (NOV 1991)

The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses and permits, and for complying with any Federal, State, and municipal laws, codes, and regulations applicable to the performance of the work. The Contractor shall also be responsible for all damages to persons or property that occur as a result of the Contractor's fault or negligence. The Contractor shall also be responsible for all materials delivered and work performed until completion and acceptance of the entire work, except for any completed unit of work which may have been accepted under the contract.

SECTION 00 73 00 - SUPPLEMENTARY CONDITIONS

The following have been added by full text:

HOST NATION REQUIREMENTS

Contractor Licensing and Hiring Requirements

Contractors must be duly authorized to operate and conduct business in any host country and must fully comply with all laws, decrees, labor standards, and regulations of the host country during the performance of the contract. The United States has established international agreements with the Philippines that include provisions relating to the procurement of supplies, employment preferences and use of local and U.S. contractors, as well as restrictions on hiring of third country nationals or utilization of third country contractors. Offerors are expected to comply with all controlling international agreements and with the laws of host nations whether the United States Government provides notice of the existence of such requirements. The contractor will not be permitted use of third country personnel or contractors in the performance of this contract without a demonstration that reasonable efforts to employ citizens, nationals, and permanent residents of host nation and the United States, or contractors of the host nation and the United States, have been made and that wages competitive with or higher than those being paid for similar work performed in the host nation by citizens of the host nation or of the United States are being offered.

The contractor shall not employee third country personnel or contractors without written notification of United States approval from the Contracting Officer.

Permit Compliance

The United States does not directly hold environmental permits in the host nation. The contractor shall comply with environmental permits held by the host nation for the benefit of a DoD project even if the contractor is not named in the permit. Contractor shall document general procedures and their implementation for compliance with permit conditions, Best Management Practices, and required mitigations. Contractor shall be responsible for any required corrective actions. Contractor shall provide permit compliance and corrective action documentation to the COR and any additional Government and Host Nation representatives as requested by the COR.

Temporary Construction Facilities Physical Appearance

Be aware of local sensitivities and cultural values. Temporary facilities and visible components thereof shall be of solid color without visible markings, graphics, and/or text.

Biosecurity for Construction Contracts

Invasive species can be purposefully or inadvertently moved with construction equipment, personal protective equipment and hand tools, foot traffic, vehicles and vessels, raw construction materials, and packing materials.

Invasive species can become pests and affect the economy, ecology, and human health. It is critically important to be aware of ways to prevent the movement of invasive species and implement best management practices. The Contractor shall take all practicable measures to prevent introduction or spread of invasive species in association with contract performance, including importation of supplies, equipment or personnel and movement of supplies, equipment, or personnel between locations. At a minimum, all activities shall comply with U.S. and host nation biosecurity laws and regulations, shall include 100 percent inspection of equipment and supplies. If the contract performance results in introduction or spread of invasive species, the contractor shall be responsible for taking appropriate measures, in consultation with appropriate authorities, to contain and prevent contract related spread of such species at no additional cost to the government. In addition, the Contractor shall:

a. Comply with all necessary inspections of raw construction materials, equipment, and vehicles for invasive and pest species prior to entering of the project site and prior to moving equipment offsite. The Contractor is responsible for any cleaning or inspection fees.

b. Non-native invasive species can be inadvertently moved with construction equipment, Personal protective equipment, hand tools, foot traffic, vehicles, vessels, raw construction materials, and packing materials.

c. Conduct vehicle washdown and inspection for soil and other material to prevent the inadvertent movement of invasive species from the project site to other locations. Establish appropriate facilities that comply with all environmental laws and regulations, and promptly take corrective or preventative actions for noncompliance. Include these details in a biosecurity/Hazard Analysis and Critical Control Point (HACCP) plan and environmental briefs.

d. Submit a biosecurity/HACCP Plan, prepared in accordance with USFWS HACCP Manual for all imported equipment and imported construction materials and supplies. The HACCP plan must address, as a minimum, the identification and control of invasive and non-native species in construction equipment and construction materials and supplies.

e. Implement and update the HACCP plan accordingly to reduce the risk of spreading invasive species. The HACCP development team should include at least two members, one member with biological expertise with invasive species and one member from the project team who has a clear understanding of the project activities and requirements. Contractor is responsible for training all personnel on the project specific HACCP requirements once the plan is approved by the Government.

f. The Contractor must compile all supporting documentation (e.g. reports, checklists and logs) required under their HACCP Plan and submit such documents to the Contracting Officer on a monthly basis. Once all HACCP plan activities are complete, bound hardcopies of the plan and all supporting documentation and submit to the Contracting Officer.

Environmental Permit Compliance

The contractor shall comply with environmental permits held by the host nation for the benefit of DoD even if the contractor is not named in the permit. The Contractor shall not assume that the United States holds permits in host nations. Contractor shall document general procedures and their implementation for compliance with permit conditions, Best Management Practices, and required mitigations. Contractor shall be responsible for any required corrective actions. Contractor shall provide permit compliance and corrective action documentation to the COR and any additional Government and Host Nation representatives as requested by the COR.

Green Waste

Contractor shall submit a Green Waste Management Plan to the COR for government review and approval. If Rhinoceros Bettle(CRB) and/or Little Fire Ants (LFA) are present in the geographic area the plan must include a method of destruction that does not result in unacceptable impacts to air quality.

Communication and Engagement with ROP Government Representatives

The Contractor is not an employee of the Government and shall not represent the Government in an official or unofficial capacity. The Contractor shall not communicate with Host Nation or Territorial governments, agencies, companies, or persons without prior written direction or authorization from the TOCOR, Alternate TOCOR, or Contracting Officer.

The government may share or direct the sharing of deliverables submitted as part of this CTO with representatives of the Host Nation/Territory. The Contractor shall present information using language that is appropriate for potential review by persons external to DoD.

The Contractor shall demonstrate professional, respectful, and tactful behavior at all times when communicating or engaging with any persons associated with Host Nation/Territories and at all times when transiting to, from, and visiting Host Nation/Territories. All team members proposed by the Contractor to travel to Host Nation/Territories for the purposes of this CTO must be approved by the Government prior to any travel.

The Contractor may be required to engage with local government representatives before, during, and/or after survey efforts as required by the agreements between the U.S. Government and the ROP Government. Engagement could also involve, but is not limited to, meeting with local government representatives before, during, and/or after survey efforts and allowing other government officials to provide oversight of surveys, as requested. U.S. Government representatives will commence all coordination efforts with local government representatives and continue coordination for as long as practicable. The Contractor’s local SMEs would then engage in direct communication with local government representatives where permission is granted and where direct coordination would be more efficient for all parties involved.

Palau Environmental Planning For any contract requiring an {EA or EIS} an {Environmental Assessment/Environmental Impact Statement} is expected to be required. Consistent with controlling international agreements, the contractor shall comply with substantive provisions of Palau law regarding preparation of the {Environmental Assessment/Environmental Impact Statement} including requirements for preparation by an “Environmental Professional” recognized by the Palau Environmental Quality Protection Board (EQPB). The Contractor shall, as part of its proposal, identify an EQPB approved environmental professional (individual or firm) that will be responsible for preparation of the {Environmental Assessment Preparer/Environmental Impact Statement} and shall provide documentation of EQPB approval of the individual or firm. The individual or firm shall have experience with submittal of at least one prior {Environmental Assessment Preparer/Environmental Impact Statement” in Palau that was accepted by the EQPB within the last ten (10) years. Any communications with EQPB must comply with host nation communication requirements listed in Section X.X. {Supplemental language to be included in the Key Personnel section of the

SOW}

Palau Key Personnel

Environmental Planning Project Lead The Contractor shall assign an Environmental Planning Project Lead to this CTO who shall oversee and manage all environmental planning work described here within and staff assigned to the preparation of {EA, EIS}. The person assigned to this position shall coordinate the efforts of all key personnel and supporting staff to ensure all requirements of ROP’s {EA, EIS} regulations are met. This person shall provide overall quality control of all work performed and ensure that all deliverables are coordinated for consistency where applicable and ultimately meet or exceed professional standards. The Environmental Planning Project Lead assigned to this CTO must have the following qualifications:

1. A bachelor’s degree or higher in science, community planning, or a related field acceptable to the Contracting Officer.

2. Minimum of five years of full-time relevant professional experience in managing the preparation of environmental planning documents.

3. Experience working with ROP environmental regulatory agencies.

4. Experience obtaining and addressing public input received during environmental planning in ROP.

5. May be an employee of the prime firm or a subcontractor.

Archaeologist The Contractor shall assign an Archaeologist to this {CTO/Contract} who will, under the direction of the Contractor’s Project Manager, oversee and manage all cultural resources tasks described in this CTO. The Archaeologist shall provide technical oversight and technical quality control of cultural resources work performed.

Together with the Project Manager, the Archaeologist shall ensure that cultural resources deliverables meet or exceed professional standards. In addition to working closely with the Project Manager, the Archaeologist shall coordinate closely with the Government’s TOCOR and Cultural Resources SMEs. The Archaeologist must have the following qualifications:

a. Shall meet the United States Secretary of the Interior Standards for archaeologist, which requires a master’s degree or higher in archaeology, anthropology, or a closely related field PLUS at least one year of full-time professional experience or equivalent training in archeological research, administration or management; at least four months of supervised field and analytic experience in general North American archaeology; and demonstrated ability to carry research to completion.

b. Shall have at least five years of experience in cultural resources investigations for complying with Sections 110 and 106 of the National Historic Preservation Act of 1966, as amended, or similar host nation requirements. Of the five years, at least two years shall have been working on the development of NEPA or similar environmental planning documents and specialized cultural studies and at least one year shall have included work in Palau or elsewhere in Micronesia.

c. Shall be experienced in the evaluation of properties in accordance with criteria for the National Register of Historic Places and be well-versed in federal historic preservation laws.

d. Shall have at least five years of demonstrated expertise and experience applying the theories, methods, and practices of archaeology in Micronesia that enables professional judgments to be made about the identification, evaluation, documentation, or treatment of prehistoric or historic and archaeological properties, and which includes Supervisory and Project Director level experiences.

e. Shall, prior to award, have the current ability and qualifications to prepare, lead, and conduct on-site cultural resource surveys in ROP, including being on a list of Professionals who have established/approved credentials with the Palau Bureau of Cultural and Historical Preservation (BCHP).

f. May be an employee of the prime firm or a subcontractor.

Marine Biologist The Contractor shall assign a Marine Biologist to this {CTO/contract} who will, under the direction of the Contractor’s Project Manager, oversee and manage all marine resources tasks described in this CTO. The Marine Biologist shall provide technical oversight and technical quality control of marine resources work performed.

Together with the Project Manager, the Marine Biologist shall ensure that associated deliverables meet or exceed professional standards. In addition to working closely with the Project Manager, the Marine Biologist shall coordinate closely with the Government’s TOCOR and Marine Resources SMEs. The Marine Biologist must have the following qualifications:

a. Possess a bachelor's degree or higher in a marine science-based field, such as biology, ecology, environmental science or other closely related field that is approved by the Contracting Officer.

b. Shall have at least five years of full-time professional experience in a marine science-based field, such as biology, ecology, environmental science, or closely related field. Of the five years of working experience in the marine sciences, at least two years shall have been in support of the development of reports used in ROP environmental planning and related consultations.

c. Demonstrated professional experience shall include working as project manager for marine resources studies, conducting marine resources surveys, organizing projects, and coordinating with other environmental media areas. This person must have demonstrated ability to successfully manage and implement research design and sampling strategies; make strategic and professional decisions in the field;

and clearly communicate both orally and in writing as evidenced by their completed technical reports/publications.

d. Shall have marine experience within the last five (5) years in Palau including, but not limited to, conducting underwater surveys for coral, fish, or other marine species in Palau.

e. Shall have the current ability and qualifications to prepare, lead, and conduct the on-site marine resource surveys described in this SOW within the ROP.

f. Shall be employed by or closely affiliated with a Palau-based marine research entity or organization such as the Coral Reef Research Foundation or the Palau International Coral Reef Center; or if a person with such affiliation and appropriate qualifications is not available after consultation with such entities, with a U.S.

based marine research entity with a recent history of performing scientific research in Palau.

g. May be an employee of the prime firm or a subcontractor.

Munitions of Explosive Concern/Explosive Remnants of War/Munitions of Explosive Concern

The Contractor shall comply with Palau explosive remnants of war requirements, including site survey requirements and use of Palau-approved contractors.

(End of Summary of Changes)

D/B UFC Renovate Operations Building and Transient Barracks N69274224R6719_0001 Basa Air Base, Floridablanca, Philippines Part 6

Amendment 0001

PART 6

ATTACHMENT

1. On Page 1 of 31, Change Figure 1. Site Location To:

Hangar Door Hangar Door

2. On Page 3 of 31, Add figure 3A Geographic Location of ADAC Hangar and Proposed Door Location and 3B Flowlines and Existing Stormwater Drains System:

Figure 3A: Geographic Location of ADAC Hangar and Proposed Door Location

Figure 3B: Flowlines and Existing Stormwater Drains System

D/B UFC Renovate Operations Building and Transient Barrack Basa Air Base, Floridablanca, Philippines

N6274224R6719_0001 Part 6

Enclosure 1. ADAC Hangar As Built Drawing

D/B UFC Renovate Operations Building and Transient Barrack N6274224R6719

Enclosure 2. Conceptual Design of Stormwater Drainage System

N6274224R6719_0001 Exhibit D rev.

ACTIVITY AND LOCATION: CONSTRUCTION CONTRACT NO. ID NO.

ESTIMATED BY CATEGORY CODE

PROJECT TITLE: NO

JOB ORDER NO.

NUMBER UNIT UNIT COST TOTAL ($) UNIT COST TOTAL ($) UNIT COST TOTAL ($)

B10 SUPERSTRUCTURE

Construct new roof structure, including support for the antenna sq.m

B20 EXTERIOR CLOSURE

Repair and repaint the wall ( include removal of existing paint and finishes) sq.m

B30 ROOFING

B3010 Roof coverings sq.m

Rood insulation sq.m Roof drains ls

C30 INTERIOR FINISHES

C3010 Repair and repaint the wall ( include removal of existing paint and finishes) sq.m C3030 Repair and repaint ceiling sq.m

D20 PLUMBING

D2010 Water Closet with the accessories units

Lavatory with the structures, accessories, and finish units Urinoir units

D2020 Repair clean water distribution lines ls Elevated water tank with supporting structure units Water pumps units

D2030 Waste water distribution lines ls D2040 Rainwater Drainage ls

D30 HVAC

Air Conditioning BTU

D50 ELECTRICAL

D5010 Replace Electrical Service and Distribution ls D5020 Lighting & Branch Wiring ls

Electrical wires relocation ls

F10 SPECIAL CONSTRUCTION

Project plaque ls

X FIELD REQUIREMENTS, OFFICE OVERHEAD & PROFIT

X10 Field Requirements X20 Office Overhead X30 Profit

Total

Table 2: SITEWORK

NUMBER UNIT UNIT COST TOTAL ($) UNIT COST TOTAL ($) UNIT COST TOTAL ($)

G10 SITE PREPARATION

G1010 Site Clearing sq.m G1030 Mobilization ls

De-mobilization ls Design and drawing ls Construction of temporary facilities ls

G30 SITE CIVIL/ MECHANICAL UTILITIES

Water supply and electricity connection units

X FIELD REQUIREMENTS, OFFICE OVERHEAD & PROFIT

X20 Office Overhead X30 Profit

Total

NUMBER UNIT UNIT COST TOTAL ($) UNIT COST TOTAL ($) UNIT COST TOTAL ($)

B20 EXTERIOR CLOSURE

Repaint the wall ( include removal of existing paint and finishes) sq.m Repair and refinish exterior door units

C10 INTERIOR CONSTRUCTION

Repair main double doors units Toilet doors units

C30 INTERIOR FINISHES

C3010 Repaint the wall ( include removal of existing paint and finishes) sq.m

ENGINEERING ESTIMATE

QUANTITY MATERIAL COST

CLIN 002 Renovation of Transient Barrack and Latrine Facility QUANTITY MATERIAL COST LABOR COST ENGINEERING ESTIMATE

CLIN 001 Renovation of Operation Building

QUANTITY MATERIAL COST LABOR COST

LABOR COST ENGINEERING ESTIMATE

BILL OF QUANTITIES DATE PREPARED

Basa Air Base, Floridablanca, Pampanga, Philippines N6274224R6719

Total CLIN 001

D/B UFC Renovate Operations Building and Transient Barrack STATUS OF DESIGN

CLIN 001 Renovation of Operation Building

# SENSITIVE BUT UNCLASSIFIED

C3030 Repair and repaint ceiling sq.m

D20 PLUMBING

D2010 Water Closet with the accessories units

Lavatory with the structures, accessories, and finish units Urinoir units

D2020 Repair clean water distribution lines ls D2030 Waste water distribution lines ls

D30 HVAC

Exhaust fan in the latrine facility units Ceiling Fan units Air Conditioning BTU

D50 ELECTRICAL

D5010 Replace Electrical Service and Distribution ls D5020 Lighting & Branch Wiring ls

F10 SPECIAL CONSTRUCTION

Project plaque ls

X FIELD REQUIREMENTS, OFFICE OVERHEAD & PROFIT

X10 Field Requirements X20 Office Overhead X30 Profit

Total

Table 2: SITEWORK

NUMBER UNIT UNIT COST TOTAL ($) UNIT COST TOTAL ($) UNIT COST TOTAL ($)

G10 SITE PREPARATION

G1030 Mobilization ls

De-mobilization ls Design and drawing ls Construction of temporary facilities ls

G30 SITE CIVIL/ MECHANICAL UTILITIES

Water supply and electricity connection units

X FIELD REQUIREMENTS, OFFICE OVERHEAD & PROFIT

X20 Office Overhead X30 Profit

Total

NUMBER UNIT UNIT COST TOTAL ($) UNIT COST TOTAL ($) UNIT COST TOTAL ($)

A10 FOUNDATIONS

Construct foundation for new hangar door ls

B10 SUPERSTRUCTURE

Construct new hangar door ls

D50 ELECTRICAL

New door motors including installation unit

F10 SPECIAL CONSTRUCTION

Project plaque ls

X FIELD REQUIREMENTS, OFFICE OVERHEAD & PROFIT

X10 Field Requirements X20 Office Overhead X30 Profit

Total

Table 2: SITEWORK

NUMBER UNIT UNIT COST TOTAL ($) UNIT COST TOTAL ($) UNIT COST TOTAL ($)

G10 SITE PREPARATION

G1010 Site Clearing ls G1030 Mobilization ls

Demolition: Sawcut removal of 0.3m deep exsiting concrete slab ls De-mobilization ls Design and drawing ls Construction of temporary facilities ls

G30 SITE CIVIL/ MECHANICAL UTILITIES

Maintenance of existing hanger door including motors ls

X FIELD REQUIREMENTS, OFFICE OVERHEAD & PROFIT

X20 Office Overhead X30 Profit

CLIN 003 Installation of Hangar Door QUANTITY MATERIAL COST LABOR COST ENGINEERING ESTIMATE

Total CLIN 002

CLIN 002 Renovation of Transient Barrack and Latrine Facility QUANTITY MATERIAL COST LABOR COST ENGINEERING ESTIMATE

CLIN 003 Installation of Hangar Door QUANTITY MATERIAL COST LABOR COST ENGINEERING ESTIMATE

Total

NUMBER UNIT UNIT COST TOTAL ($) UNIT COST TOTAL ($) UNIT COST TOTAL ($)

B10 SUPERSTRUCTURE

Mark and load test existing and new aircraft tie-down points ls

D50 ELECTRICAL

Test existing tie downs for grounding and bonding compliance ls Install grounding rods and tie them to the new tie downs ls

G30 SITE CIVIL/MECHANICAL UTILITIES

Maintenance of existing hanger door including motors ls

F10 SPECIAL CONSTRUCTION

Project plaque ls

X FIELD REQUIREMENTS, OFFICE OVERHEAD & PROFIT

X10 Field Requirements X20 Office Overhead X30 Profit

Total

Table 2: SITEWORK

NUMBER UNIT UNIT COST TOTAL ($) UNIT COST TOTAL ($) UNIT COST TOTAL ($)

G10 SITE PREPARATION

G1010 Site Clearing ls G1030 Mobilization ls

De-mobilization ls Construction of temporary facilities ls

G30 SITE CIVIL/ MECHANICAL UTILITIES

Stormwater Drainage Improvement units Drainage clearing, cleaning, inspection, and reporting units

X FIELD REQUIREMENTS, OFFICE OVERHEAD & PROFIT

X20 Office Overhead X30 Profit

Total

ENGINEERING ESTIMATE

Total CLIN 004

CLIN 004 Stormwater Drainage Improvement QUANTITY MATERIAL COST LABOR COST

Total CLIN 003

CLIN 004 Stormwater Drainage Improvement QUANTITY MATERIAL COST LABOR COST ENGINEERING ESTIMATE

Total CLIN 001+002+003+004