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Attached to
D/B Construction of Barracks, Palawan, Philippines Federal contract opportunity
Solicitation number
N6274224R6718
Issued by
Department of the Navy Naval Facilities Engineering Command

About this file

This document is an amendment to a solicitation for the design-build construction of a barracks facility in Quezon, Palawan, Philippines under solicitation N6274224R6718. The key details are:

The amendment provides answers to pre-proposal inquiries, revisions to parts 3 and 6 of the solicitation, and incorporates new host nation requirements. Notable changes include clarifying the water source and distance, electrical power source distance, gravel cover thickness, the location of the admin room, the required number of robe hooks, and the solar panel system configuration. The amendment also provides a revised conceptual floor plan for the second floor. The proposal due date remains unchanged at August 12, 2024. All other terms and conditions of the solicitation remain the same.

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ACQR6058615

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

N6274224R6718 D/B Construct Barracks Facility at Quezon, Palaw an, Philippines

Amendment 0001 begins on the next page.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

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

16C. DATE SIGNED

BY 30-Jul-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 N6274224R6718

X 9B. DATED (SEE ITEM 11)

08-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

30-Jul-2024

CODE

NAVFAC ROICC THAILAND (US EMBASSY)

7 SATHORN TAI ROAD

BANGKOK 10120

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

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N6274224R6718

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:

AMENDMENT 0001

A. Answers to Pre-Proposal Inquiries (PPIs) are provided in Attachment-01 Questions & Answers of this amendment. As a result of the provided answers, Attachment-02, summarizing changes under Parts 3 and 6, and Attachment-03 Revised Part 6 are hereby incorporated into the solicitation.

B. Additionally, this amendment incorporates the Host Nation Requirements under Section 00 73 00 - Supplementary Conditions.

The date set for receipt of proposals is unchanged and remains on August 12, 2024 at 1100am, Thailand Time.

All other paragraphs, provisions, and conditions remain unchanged.

The offeror must acknowledge receipt of this amendment.

SECTION 00 73 00 - SUPPLEMENTARY CONDITIONS

The following have been added by full text:

HOST NATION REQUIREMENTS

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.

(End of clause)

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.

(End of Summary of Changes)

D/B Construct Barracks Facility Amendment 0001 N6274224R6718 Quezon, Palawan, Philippines Attachment 01 – Answers to PPIs

No. Reference

(Sect/Para/Page)

QUESTION GOVERNMENT RESPONSE

1 RFP_24R6718

G30 SITE

CIVIL/MECHANICAL

UTILITIES

Can the groundwater available at the site be used for the construction work?

Yes. Per Amendment 0001, Part 3, 3.

SITE ANALYSIS, a. EXISTING SITE CONDITIONS, third paragraph is revised to read: Water requirements for construction and for the water requirements of the barracks’ residents will be sourced from the existing deep well located at a minimum distance of 100 meters from the project site.

2 RFP_24R6718

G30 SITE

CIVIL/MECHANICAL

UTILITIES

Is the same water source available for consumption after construction?

Refer to answer in Question #1.

RFP_24R6718

G40 SITE ELECTRICAL

UTILITIES

How far is the power source from the construction site?

Power source is located at a minimum distance of 400 meters from the project site. Per Amendment 0001, Part 3, 3.

SITE ANALYSIS, a. EXISTING SITE CONDITIONS, the fourth paragraph is revised to read: High voltage electrical transmission lines and transformer are located at a minimum distance of 400 meters from the project site.

4 RFP_24R6718

G30 SITE

CIVIL/MECHANICAL

UTILITIES

What is the distance between the water source and the construction site?

Refer to answer in Question #1.

5 RFP_24R6718

GENERAL

Can we get the laydown area next to the construction site?

The laydown area will be determined by the end user. Per RFP, Part 2, 13.

PRECONSTRUCTION

CONFERENCE: 5. Prior to construction or demolition start, meet with Contracting Officer Representative (COR) to discuss, and develop mutual understanding relative to administration of the safety programs, environmental issues, safety of building occupants and surrounding area, hazardous materials, waste disposal, construction QC procedures, construction schedule, labor provisions and other construction phase contract procedures."

In the said Preconstruction meeting that will also be attended by the end-user, all logistics concerns and contract procedures will be discussed including determining where the lay-down area is, safety regulations by the camp, gate pass for workers and equipment, route of delivery trucks, etc.

6 RFP_24R6718

GENERAL

Do we need to obtain building and utility permits from the local authorities?

Yes. Building and utility permits shall be obtained from local authority authorities.

Per RFP, Part 3, Section 6, Subsection G10 Site Preparation, b is changed to "b.

The contractor shall apply and obtain all appropriate permits and clearances from the local governing authority and pay fees including but are not limited to environmental preservation and social fees due to secure permits and approvals and other services from the local governing authority and comply with all other related laws and regulations applicable in Philippines before commencement of any part of the work."

7 RFP_24R6718

E2010 – FIXED

FURNISHING

What is the required capacity of the water treatment plant?

The requirement is a water filtration system and not a water treatment plant.

The capacity shall be 2000 Li.

Per RFP, Part 3, Section 6, ENGINEERING SYSTEM

REQUIREMENTS (ESR), E2010, 1.

Water Filtration System: Provide and install a complete water filtration system for the treatment of deep well water.

This shall be provided at a covered area outside of the building. The system shall include one unit Double Reverse Osmosis (RO) with UV light processing for final purification and One – 2000 Li raw water tank”

8 RFP_24R6718

D2030 SANITARY WASTE

Other than the leach field, is there any plant requirement for wastewater treatment?

No. Per RFP Part 3, Sec. 6, Engineering System Requirements, G3020 SANITARY SEWER, the only requirement mentioned aside from the septic tank is the leach field.

9 RFP_24R6718

GENERAL

Will we get support from NAVFAC to bring materials and equipment from other islands?

No. NAVFAC will not provide support.

10 RFP_24R6718

G10 SITE PREPARATION

Is there a nearby place identified to deposit the excavated soil?

No. There is no place nearby for the deposit of the excavated soil.

Per RFP, G10 SITE PREPARATION, G1010 SITE CLEARING

All grubbing and clearing residue, demolished material, rubbish and debris generated by this project shall be hauled off-site and off station by the Contractor.

11 Part 3 STATEMENT OF WORK, Page 6 of 22

5. WORK/ROOM

REQUIREMENTS

CLIN 0001:

CONSTRUCTION OF 2-

STORY BARRACKS

5.1.1 CIVIL WORK

g. Provide 10 cm. thick crushed gravel over a compacted base course, 20

cm. thick at all open areas.

Please confirm the 10 cm thickness of gravel for open areas. BOQ, Item 108 Gravel Cover at Open area is 3” thick (7.5 cm)

108 Gravel Cover at Open area (3" thick of 3/4" gravel)

The thickness of gravel for open areas shall be 3” (7.5cm). Per Amendment 0001, RFP Part 3 Section 5, CLIN 0001:

CONSTRUCTION OF 2-STORY

BARRACKS, 5.1.1 CIVIL WORK, g. is revised to read: “Provide 3” (7.5cm) crushed gravel over a 20 cm. thick well graded base course at all open areas.

12 Part 3 STATEMENT OF WORK, Page 7 of 22

5. WORK/ROOM

REQUIREMENTS

CLIN 0001:

CONSTRUCTION OF 2-

STORY BARRACKS

5.1.3 TWO-STORY

BARRACKS

At the second floor, provide the following:

• An Admin room for 5 working spaces

Please confirm Admin Room is on the second floor. There is no visible location of Admin Room on the second floor on the concept drawings. The first floor plan is showing a Admin Room as well.

The Admin Room is on the first floor.

Per Amendment 0001, RFP Part 3, Section 5.

CLIN 0001: CONSTRUCTION OF 2-

STORY BARRACKS

5.1.3 TWO-STORY BARRACKS,

At the first floor, Add:

• An Admin room for 5 working spaces.

At Second Floor, Remove:

• An Admin room for 5 working spaces.

This is also shown in the RFP, Part 6, Fig. 4, Conceptual floor plan of the first floor.

13 SOW 1st paragraph and SOW point 5.1.3

Based on SOW 1st paragraph mentioned the administration room is in first floor, while in point 5.1.3 stated that the administration room is in second floor. Please advise which floor is the correct one.

Refer to answer in Question No. 12

14 Details for C103090 Other Interior Specialties on the number of the robe hooks written in the text is “twenty eight (14)”. Please advise which amount of robe hooks is the correct one? 28 or 14?

The required robe hooks shall be eighteen (18). Per Amendment 0001, RFP Part 3, Sec. 6, ENGINEERING

SYSTEM REQUIREMENTS (ESR),

C103090 OTHER INTERIOR

SPECIALTIES, Paragraph 4, is revised to read: Provide eighteen (18) robe hooks: one in each toilet and bath at the ground floor, and on the second floor, one in each toilet and one on each shower stall.

5 SOW Page 6: Project Plaque It is stated that project plaque refers to the photo in Part 6, however there is no photo can be found. Please advise if you can send the photo.

There is no photo available.

Per Amendment 001: RFP Part 3, PROJECT REQUIREMENTS 4.

PROJECT PLAQUE, the word “as per photo in part 6” is replaced with “The design and dedication text must be submitted to the COR for approval.”

16 Part 6 Attachment page 6 We calculate there are 8 shower cubicles, 6 toilet cubicles and 6 male latrines. Please advise if these are the correct quantity.

Yes, those are the correct quantities.

Per RFP, Part 3, Section 5, Work/Room Requirements, CLIN 0001, 5.1.3 TWO STORY BARRACKS, a. Architectural & Structural Work: “d. Provide as many water closets with bidet, showers, and lavatories with mirrors, faucet, urinals and janitor/mop sink as required under the IPC and the IBC, considering the occupancy type”. Based on this the requirements will be 8 shower, 6 water closets and 6 urinals.

The same number of fixtures are shown in Part 6, Figure 5, Conceptual Floor Plan (Second Floor).

17 Part 4: B10 1.Concrete Ready mix concrete

Are we allowed to use one bagger mixer since it has no Ready mix supplier near the area?

No. There is a supplier of ready mix concrete in the area per our research.

Per Part 4, B10 SUPERSTRUCTURES

1. Concrete: a. Provide ready-mix concrete. All concrete shall have a 28-day minimum compressive strength of

20.7 MPa (3,000 Psi). Slump shall be

between 50 and 100 mm in accordance with ASTM C143/C143M. Provide joints as required to minimize cracking.

All concrete shall be reinforced. Provide joints as required by applicable ACI standards. Unless otherwise specified in Part 3 or as indicated by the contracting officer, provide steel trowel finish for all exposed floor surfaces.

N e18 Part 4 B 10 Concrete

f. Coarse Aggregate crush stone

Are we allowed to use rounded gravel aggregates which was the available material to the site of construction

No. Rounded gravel aggregates are not allowed. Per RFP, Part 4, B10 SUPERSTRUCTURES, b, “…The course aggregate shall consist of crushed stone, gravel or other approved inert materials with similar characteristics.

Round or river rocks or any mixture thereof are not acceptable.”

19 Part 3 Page 3 Site Analysis Water Supply from Deep well

Do we need to consider improvement of nearest Deep well if the water is not enough for the facility

No. Improvement of the nearest deep well is not required. If the existing deep well cannot meet the facility's water requirements, a contract modification will be considered after award.

20 Part 3, Page 11 of 22, CLIN 0003

PROVIDE & INSTALL

SOLAR PANEL SYSTEM

There seems to be a discrepancy within the RFP between the following solar panel requirements as listed:

The requirement is 15 panels of 500 W each. Per Amendment 0001, RFP Part 3, Page 21 of 22, E2010 – FIXED FURNISHING, 2.i. is revised to read:

and

Part 3, Page 21 of 22, E2010

– FIXED FURNISHING, 2.

Solar Panel System:

Part 3, Page 11 of 22 lists the following, “1. Solar Panels: 15 panels of 500 W each.”

and Part 3, Page 21 of 22 lists the following:

“i. Solar Panels: 20 panels of 400 W each.”

Please clarify which configuration is the correct requirement for the purposes of submitting an accurate offer?

“Solar Panels:15 panels of 500 W each.”

D/B Construct Barracks Facility Amendment 0001- N6274224R6718 Quezon, Palawan, Philippines

1 2024 v1 03062024

Amendment 0001 Summary of Changes

PART 3

STATEMENT OF WORK

1. Page 3 of 22, Part 3, 3. SITE ANALYSIS, a. EXISTING SITE CONDITIONS, third paragraph:

Change from:

a. Water requirements will be sourced from the nearest deep well near the vicinity.

To:

a. Water requirements for construction and for the water requirements of the barracks’ residents will be sourced from the existing deep well located at a distance of 100 meters from the project site.

2. Page 3 of 22, Part 3, 3. SITE ANALYSIS, a. EXISTING SITE CONDITIONS, fourth paragraph:

Change from:

a. High voltage electrical transmission lines and transformer are located in the vicinity of the project site approximately 200 meters from the project site.

To:

a. High voltage electrical transmission lines and transformer are located in the vicinity of the project site 400 meters from the project site.

3. Page 6 of 22, Part 3 Section 5, CLIN 0001: CONSTRUCTION OF 2-STORY BARRACKS,

5.1.1 CIVIL WORK”

Change from:

g. Provide 10 cm thick crushed gravel over a compacted base course, 20 cm. at all open areas:

To:

g. Provide 3” (7.5cm) thick crushed gravel over a 20 cm. thick well graded base course at all open areas:

4. Page 7 of 22, Part 3, Section 5. CLIN 0001: CONSTRUCTION OF 2-STORY BARRACKS

5.1.3 TWO-STORY BARRACKS, a. Architectural & Structural Work , At the first floor, provide the following:

ADD:

• An Admin room for 5 working spaces.

5. Page 7 of 22, Part 3, Section 5. CLIN 0001: CONSTRUCTION OF 2-STORY BARRACKS

5.1.3 TWO-STORY BARRACKS, a. Architectural & Structural Work , At the second floor, provide the following:

Attachment 2 - Summary of Changes

2 2024 v1 03062024

REMOVE:

• An Admin room for 5 working spaces.

6. Page 7 of 22, Part 3, Section 5. CLIN 0001: CONSTRUCTION OF 2-STORY BARRACKS

5.1.3 TWO-STORY BARRACKS, a. Architectural & Structural Work , At the second floor, Add the following requirement after the last bullet:

Storage Room

7. Page 8 of 20, Part 3, Part 3, Sec. 6, ENGINEERING SYSTEM REQUIREMENTS (ESR), C103090 OTHER INTERIOR SPECIALTIES, Paragraph 4, Change from:

Provide twenty eight (14) robe hooks, one in each toilet, and one in each shower stall.

To:

Provide eighteen (18) robe hooks: one in each toilet and bath at the ground floor, and on the second floor, one in each toilet and one on each shower stall.

8. Page 8 of 20, Part 3, Part 3, PROJECT REQUIREMENTS 4. PROJECT PLAQUE, Change from:

Provide a carved black granite plaque 120cm x 60cm x 2.5cm as per photo in part 6 which is permanently attached in a fixed location approved by the COR.

To:

Provide a carved black granite plaque 120cm x 60cm x 2.5cm. The design and dedication text must be submitted to the COR for approval.

9. Page 21 of 22, RFP Part 3, Section 6, Engineering System Requirements (ESR), E2010 – FIXED FURNISHING, 2.Solar Panel System, i.

Change from:

i. Solar Panels: 20 panels of 400 W each.

To:

i. Solar Panels: 15 panels of 500 W each.

3 2024 v1 03062024

PART 6

ATTACHMENT

1. Page 6 of 27, RFP Part 6. Replace FIGURE 5: CONCEPTUAL FLOOR PLAN (SECOND FLOOR) with the figure below: (Note Storage Room added, Drying area reduced)

D/B 18th SFC Barracks Facility

N6274224R6718 Part 6

SBU - CONTRACTING AND ACQUISITIONS

Amendment 0001

PART 6

ATTACHMENTS

Exhibit Drawing Title Page No.

FIGURE-5 Conceptual Floor Plan (Second Floor) - REPLACED 2

Amendment 0001 - Attachment 3

D/B 18th SFC Barracks Facility

N6274224RXXXX

Part 6

SBU - CONTRACTING AND ACQUISITIONS

Amendment 0001 - Attachment 3

released sf30_amd1_N6274224R6718
Attachment1_6718 amd1
Attachment2_6718 amd1
Attachment3_6718 amd1

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