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D/B Construct Admin and Communication Building, Camp Aguinaldo, Quezon City, Philippines
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N6274225R6508
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This document is an Amendment (0003) to a federal solicitation for a Design-Build (D/B) project to construct two buildings at Camp Aguinaldo in Quezon City, Philippines. The solicitation (N6274225R6508) involves constructing a two-story Communication Building and a two-story Administrative Building with an antenna tower, along with an optional two-bay parking facility. Key changes in this amendment include:

The response due date has been extended from August 25, 2025 to August 29, 2025 at 11:00 a.m. Thailand Time. Significant modifications involve deleting the Furniture, Fixtures, and Equipment (FF&E) line item, removing the storm water collecting tank requirement, and updating building specifications such as room dimensions, CCTV camera placement (exterior only), fire extinguisher details, and building separation (3-meter gap with a 2-meter wide covered concrete walkway). The project is being conducted by NAVFAC ROICC Philippines and will involve constructing reinforced concrete buildings with specific technical requirements for structural, electrical, mechanical, and communication systems.

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R

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offers 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 electronic communication 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 letter or electronic communication, provided each letter or electronic communication 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 NUMBER AS DESCRIBED IN ITEM 14.

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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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.)

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

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

16C. DATE SIGNED

Previous edition unusable STANDARD FORM 30 (REV. 11/2016) Prescribed by GSA FAR (48 CFR) 53.243

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBE

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

J 1 3

0003 23 Aug 2025 See Continuation Sheet ACQR 6100603 N62742

NAVFACSYSCOM PACIFIC

258 MAKALAPA DR STE 100, JBPHH HI 96860-3134

JBPHH, HI 96860-3134

UNITED STATES

NITIWATE DISSANONT, Email: nitiwate@state.gov Telephone: 6622811036

SCD: PAS:

N6274225R6508

13 Jul 2025

See Section G - Contract Administration Data

See Schedule

Rondel Williams

22 Aug 2025

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

Block 14 (Description of Amendment/Modification):

Amendment 0003 N6274225R6508 D/B UFC Construct Admin and Communication Building, Camp Aguinaldo, Quezon City, Philippines

a. The structure of the CLIN (Contract Line Items) is revised:

From:

CLIN 0001: Base Bid Item 0001 Two-Story Communication Building CLIN 0002: Base Bid Item 0002 Two-Story Admin Building with Antenna Tower CLIN 0003: Option Item 0001 Two-bay Parking Facility CLIN 0004: Option Item 0002 Furniture, Fixtures, and Equipment (FF&E)

To CLIN 0001: Base Bid Item 0001 Two-Story Communication Building CLIN 0002: Base Bid Item 0002 Two-Story Admin Building with Antenna Tower CLIN 0003: Option Item 0001 Two-bay Parking Facility

b. The response to Pre-Proposal Inquiries (PPIs) is provided in Attachment-01 Answers to Pre-Proposal Inquiries (PPIs)

c. The Summary of changes under Parts 2, 3, 4 and 6 is provided in Attachment-02 Summary of Changes.

d. The revised BOQ is provided in the Attachment-03 Revised BOQ.

The date set for receipt of proposals is extended from August 25, 2025 to August 29, 2025 at 11:00 a.m., Thailand Time.

All other paragraphs, provisions, and conditions remain unchanged. The offeror must acknowledge receipt of this amendment.

Section 00 00 00 - Procurement and Contracting Requirements

The following changes have been made:

INFORMATION FROM TO

Response Due Date 25 Aug 2025 29 Aug 2025

Section 00 10 00 - Solicitation, Contract Line Item Number (CLIN) Schedule

The following CLIN(s) / SLIN(s) / ELIN(s) were deleted:

Item Supplies / Services Quantity Unit Unit Price Amount

Option Line Item

Option Item 0002 Furniture, Fixtures, and Equipment (FF&E): This is a Design-Build project. The contractor shall provide Furniture, Fixtures, and Equipment (FF&E), at Camp Aguinaldo, Quezon City Philippines, in accordance with the Parts 2-6 attached here within.

Pricing Arrangement: Firm Fixed Price

1 Project

Section 00 21 00 - Instructions

The following clauses were modified:

52.233-2Service of Protest.Aug 2006 Date Changed From: Sep 2006 To: Aug 2006

N6274225R65080003

N6274225R65080003

Amendment 0003-N6274225R6508 Attachment 01 - PPI Response

Question

No.

Reference (Sect/Para/Page) QUESTION GOVERNMENT RESPONSE

1 Part 2, Para 20a & f, 25; Part 3

Para 3.3, page 3

Temporary Facilities / Worker Camp - Is there a limit on the number of personnel who can stay at its own office and worker camp facilities?

The AFP will allow the contractor to build temporary workers' barracks, office and warehouse in the vicinity of the project site. No more than 40 people shall be allowed to stay on site.

Per the amendment, Part 3, Section 3.3 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROL is changed to "The AFP will allow the contractor to build temporary workers' barracks, office and warehouse in the vicinity of the project site. No more than 40 people shall be allowed to stay on site. Temporary facilities like storage sheds, offices and portable latrines are allowed within the construction site. Enclose the project work area and Contractor lay-down area with 2400 mm high temporary panel fencing. Maintain the safety fencing during the life of the Contract and, upon completion and acceptance of the work, remove from the work site."

Per the amendment, Part 6, "Attachment 2 - CONCEPTUAL DRAWINGS, Figure 2.6, Location of

Temporary Facilities, Electricity and Water Connections" is added.

2 Part 2, Para 20c, page 25 Contractor-furnished Material - Is there a delivery permit required for materials delivery to construction site?

Yes. Delivery permits are required and processed through the office of the Deputy Chief of Staff for

Intelligence (J2) of the Armed Forces of the Philippines (AFP). Lead time for processing is 7 days.

Per the amendment, Part 2, Section 19 LICENSES/PERMITS, the following paragraph is added:

"Delivery permits are required and processed through the office of the Deputy Chief of Staff for

Intelligence (J2) of the Armed Forces of the Philippines (AFP). Lead time for processing is 7 days".

3 Part 3, Para 3.5, page 4 & Para

5.1.1 page 9

For the Topographic Survey, is a flyover or manual required? Flyover-based topographic surveys are not permitted due to security concerns. All topographic surveys must be conducted manually on the ground.

Per the amendment, Part 3, Section 3 .5 CONTRACTOR-FURNISHED SURVEYS AND

REPORTS, paragraph 7 is added "Due to security considerations, the use of aerial or flyover-based methods for conducting topographic surveys is strictly prohibited. All topographic surveys shall be performed manually through ground-based methods in full compliance with applicable specifications and security protocols."

4 Part 3, Para 1, page 1 Are any spaces/rooms considered to be designed as secured? Any secured doors?

Not applicable. No rooms or spaces within the scope of work are designated as secured areas;

accordingly, the Contract does not impose any requirements for the provision or installation of secured doors.

5 Are CCTV cameras required in the interior? No. CCTV cameras are not required in the interior. CCTV cameras are required only on the exterior.

Per the amendment, Part 3, Section 5.1.3, Item No.23, Sub-item 1 is changed to read:

"The Contractor shall provide empty conduits with pull strings and junction boxes to accommodate the installation of CCTV cameras, ensuring unobstructed views of the building perimeter. CCTV cameras are required only on the exterior of the building; no CCTV cameras are required for the interior."

Per the amendment, Part 3, Section 5.2, Item No.7 is changed to read:

"The Contractor shall provide empty conduits with pull strings and junction boxes to accommodate the installation of CCTV cameras, ensuring unobstructed views of the building perimeter. CCTV cameras are required only on the exterior of the building; no CCTV cameras are required for the interior."

Question

No.

Reference (Sect/Para/Page) QUESTION GOVERNMENT RESPONSE

6 Part 3, Para D4010, page 26 Is a fire suppression sprinkler system required? No. Fire sprinkler system installation is not required under the scope of this contract. However, the

Contractor shall provide and install portable fire extinguishers in accordance with NFPA 10, NFPA

2001, NFPA 76 and all other applicable codes and standards.

Per RFP Part 3, Section 5.1.3 TWO-STORY COMMUNICATION BUILDING, Item No.27 Fire

Alarm System and Fire Extinguishing System, bullet c. is changed to read "Provide and install portable fire extinguishers in compliance with the National Fire Protection Association. Provide clean agent fire extinguishers that are non-conductive, non-corrosive, leave no residue, and compliant with NFPA, suitable for use in telecommunications and electronic equipment rooms, and energized electrical equipment must be installed. Multipurpose ABC-type portable fire extinguishers shall be installed in adjacent general areas and spaces where Class A (ordinary combustibles), Class B (flammable liquids), or Class C (electrical) fires may occur."

7 Is a lobby area or visitor check-in required at the front entrance? Yes. For the Administrative Building, a lobby area or visitor waiting area shall be provided and located at the front entrance.

Per the amendment, Part 3, Section 5.2.1, item 1, add: " "Lobby area or visitor waiting area shall be provided and located at the front entrance."

8 Is an elevator needed for the American’s Disability Act (ADA)? No. Not applicable.

9 Part 3, Para 27d , page 14 What does “provide an assessment” of the required fire suppression system?

The assessment requirement only applies to existing facilities scheduled for renovation. For new facilities under this solicitation, the requirement is for a new design and not an assessment.

Per the amendment, Part 3, Section 5.1.3, item 27, bullet d is changed to read: "The assessment requirement only applies to existing facilities scheduled for renovation. For new facilities under this solicitation, the requirement is for a new design and not an assessment."

10 Part 3, Para 6.2, page 31 For Geotechnical Engineer, how many borings are required? The number and location of soil borings shall be determined by the Contractor’s Designer of

Record (DOR) in coordination with the Geotechnical Engineer. A minimum of two (2) boreholes shall be provided.

Per the amendment, Part 3, Section 6.2, Sub-section A10 FOUNDATIONS, paragraph 2, add: "As a minimum, the successful bidder's Geotechnical Engineer shall perform additional subsurface exploration and supplementary laboratory testing as necessary to support the design concept. The number and location of soil borings shall be determined by the Contractor’s Designer of Record

(DOR) in coordination with the Geotechnical Engineer. A minimum of two (2) boreholes shall be provided."

11 Part 3, Para B1020, page 20 What type of roof system is required for each building, Admin

Bldg - metal roof, Comms Bldg flat roof?

For the Communication Building, a cast-in-place reinforced concrete roof system shall be provided.

Per the amendment, Part 3, Section 6.1, Sub-section B1020 ROOF CONSTRUCTION, Item c, change metal roof system to reinforced cast-in-place concrete roof deck to read: "Provide cast-in-place reinforced concrete roof system, including slab, structural support members (beams/girders if applicable), parapets, and integrated features like roof openings and drainage. The roof system serves as both the structural and base weather-resistant component of the building envelope.

Provide cast-in-place reinforced concrete roof deck, minimum of 200 mm thick with waterproofing."

Question

No.

Reference (Sect/Para/Page) QUESTION GOVERNMENT RESPONSE

12 For flat roof, is access from interior required? Yes. Access to the flat roof shall be provided from the interior of the building.

Per the amendment, Part 3, 6.1, Sub-section B1020 ROOF CONSTRUCTION, Item d is added, "Access to the flat roof shall be provided from the interior of the building."

13 Part 3, Para G3010, page 29 Is water tank serving both buildings? Yes. The water tank shall be designed and installed to serve both buildings.

Per RFP Part 3, Section 6.1 Sub-section G3010 WATER SUPPLY, point b, requirement is

"Provide a water storage facility with a minimum capacity of 5,000 Liters. Provide an elevated water storage tank. The water tank shall be modular type, stainless steel type 316. The water tower shall be reinforced concrete with OSHA compliant cage ladder/s. Provide automatic level control to fill and prevent overflow of the tank. Obtain approval from the Contracting Officer for shape of tank, the color and pattern of exterior coating."

No change to the solicitation.

14 Part 6, Figure 2.2, page 7 and

Figure 2.3, page 8

Is there a reason why the conceptual drawing walls are very thick?

Are thicker external walls required as shown on the conceptual plan?

A1 - The wall thicknesses depicted in the conceptual drawings provided in Part 6 are for general reference only and do not represent final design specifications.

Per Part 3, Section 5.1.3 TWO-STORY COMMUNICATION BUILDING, Item 8 that states

"Exterior wall: 20 cm thick reinforced wall with plastering and painting. Wall shall be extended to the upper floor concrete slab.

Final wall dimensions shall be determined during detailed design and must comply with all applicable structural, architectural, and code requirements." and Item 9 that states "Interior wall: 15 cm thick reinforced CMU wall with plastering and painting. Wall shall be extended to the upper floor concrete slab." No change to the solicitation.

A2 - Part 6 of the RFP, including the conceptual drawings, is provided solely for reference purposes. The controlling requirements for design and construction shall be those set forth in Part 3 and Part 4 of the RFP.

No change to the solicitation.

15 Part 3, Para 4, page 5 Can government provide room square footage requirement for each of the spaces?

Minimum room dimensions are added to Part 3 as follows:

Per the amendment, Part 3, Section 5.1.3 TWO-STORY COMMUNICATION BUILDING, paragraph 3 is changed to add the minimum floor area per specific rooms.

Per the amendment, Part 3, Section 5.2.1 ADMIN BUILDING, Item 1 Architectural Work, paragraph 2 is changed to add the minimum floor area per specific rooms.

16 Part 3, Para F2010, page 28 What are the known HAZMAT removal and abatement requirements?

Not applicable. There are no known HAZMAT removal or abatement requirements associated with this project.

17 Part 3, Para F2010, page 28 Can government provide “as built” or record drawings for the existing facility that needs to be demolished? Limits of demo – from where to where?

A1 - No. As-built drawings are not available.

A2 - The existing barracks designated for demolition shall have minimum dimensions of approximately 20 meters by 8 meters, encompassing a total area of approximately 160 square meters and is added in Part 6.

Per the amendment, Part 6, "Attachment 2 - CONCEPTUAL DRAWINGS, Figure 2.7, Location of

Existing Building Scheduled for Demolition" is added.

Question

No.

Reference (Sect/Para/Page) QUESTION GOVERNMENT RESPONSE

18 Can government provide existing utility map for points of connections for water, electricity, internet and internet provider connections?

Specific coordinates for the water and electricity connections are provided.

Per the amendment, Part 6, Attachment 2, Figure 2.6 and Figure 2.7 is added as follows:

Water: GC - 51P TS 91970 16045

Electricity: GC - 51P TS 92013 16078

Internet: GC - 51P TS 92130 16039

Per the amendment, Part 3, Section 6.1, Sub-section D5030 COMMUNICATION AND

SECURITY, Item D503001 TELECOMMUNICATIONS SYSTEMS, the connection point for internet is added to read: "The designated internet service provider for the base is PLDT. The nearest service drop connection point is located at the BOQ, at an approximate distance of 250 meters from the project site".

19 PART 3 Page 10/46 -5.1.3 Stated the thickness of exterior wall is 200mm. While in the image attached same as thickness of column 2000mm. Would like to clarify if that is the concrete apron/walkway around the building or the concrete exterior wall?

The 200mm thickness specified applies to the reinforced concrete exterior wall of the facility and does not refer to the apron or walkway.

Per the amendment, Part 6, Attachment 2, Figures 2.2 and 2.3 are revised to include the label for the

200mm thick reinforced concrete exterior wall.

20 PART 3 Page 10/46 -5.1.3

PART 3 Page 1/46

For clarification on space requirement if the command/control room at ground floor is open above? Or both grnd and 2 nd floor has a command/control room?

A1 - No. The Command and Control Room on the ground floor is not open to the floor above.

A2 - Yes. Each floor shall include a designated command and control area.. The ground floor shall contain the Command and Control Room, and the second floor shall contain the JSOTF War Room.

This information is shown in Part 6, Attachment 2, Figure 2.2, Conceptual Ground Floor Plan of

Main Building, and Figure 2.3, Conceptual Second Floor Plan of Main Building, as set forth in the

RFP. No change in the solicitation.

21 PART 3 Page 11/46 -5.1.3.2

Building Elevation

Building elevations for Communication Bldg are given. What about elevation height for Admin Building? Is it same as Comm

Bldg?

Yes. The elevation height of the Administration Building shall be the same as that of the

Communications Building.

Per the amendment, Part 3, section 5.2.1 ADMIN BUILDING, Item 1. Architectural, "building elevation and table" is added.

22 PART 3 Page 20/46

B1020.c Roof Construction

Comm. Bldg roof is concrete with 200mm thk. However, on this page stated, to provide metal roof. For clarification, is there a function on roof slab slab other than maintenance that need to provide a metal roofing?

Refer to answer to no.16.

23 PART 2 Page 5

Item #5 Design

Stated to have a soil investigation and topographical survey. For clarification, will this be conducted during pre-proposal stage before PAK? If upon submission of the proposal, can we request for an access to commence the Soil Boring Test for a 2 bore hole.

No. Soil investigation and topographic survey are not required during the pre-proposal stage. Such activities shall be performed subsequent to contract award. For proposal preparation purposes, the soil bearing capacity shall be assumed to be 150 kPa.

Per the amendment, Part 2, Section 5 DESIGN, "Soil investigation and topographic survey are not required during the pre-proposal stage. Such activities shall be performed subsequent to contract award. For proposal preparation purposes, the soil bearing capacity shall be assumed to be 150 kPa." is added.

Question

No.

Reference (Sect/Para/Page) QUESTION GOVERNMENT RESPONSE

24 What are the Antenna Tower requirements, Section 2.1? Access to

Antenna Tower for maintenance, to provide external staircase or cage ladder?

Per the amendment, Part 3, Section 5.2.2 ANTENNA TOWER, the following is added:

"The Contractor shall provide and install one (1) 4-legged steel lattice tower, hot-dipped galvanized, with an overall height of fifteen (15) meters, measured vertically from the top surface of the

Administration Building roof slab to the highest point of the tower structure. The tower shall be equipped with a cage ladder designed and constructed to provide safe personnel movement and maintenance access. The design, fabrication, and installation shall comply with all applicable wind, seismic, and live load requirements in accordance with Host Nation building codes, the National

Structural Code of the Philippines (NSCP), the International Building Code (IBC), and the

Telecommunications Industry Association (TIA) Standard TIA-222."

25 PART 2 Page 16

Design Requirements under

Structural Plan

What type of water tank tower and capacity needed? Will this supply only the 2 buildings

This information is provided in Part 3, Section 6.1 Sub-section G3010 WATER SUPPLY, point b, requirement is "Provide a water storage facility with a minimum capacity of 5,000 Liters. Provide an elevated water storage tank. The water tank shall be modular type, stainless steel type 316. The water tower shall be reinforced concrete with OSHA compliant cage ladder/s. Provide automatic level control to fill and prevent overflow of the tank. Obtain approval from the Contracting Officer for shape of tank, the color and pattern of exterior coating."

No change to the solicitation.

26 PART 3 Page 1

Project Description –

2-story admin bldg. w/ antenna tower

What are the geometry parameters of the Antenna tower? The dimensions, height, weight and other details.

What are the super imposed deadload, w/c to be carried by the tower?

A1 - Refer to answer to no.24.

A2 - This is a Design-Build contract. The Designer of Record (DOR) is responsible for developing the final design in compliance with the solicitation requirements.

27 Part 4 – D30-HVAC Mechanical or HVAC Requirements- Are we allowed to install

HVAC ACCU Unit outside the Exterior walls.

Yes. Installation of air-cooled condensing units (ACCUs) outside the exterior wall is permissible, provided that the installation location complies with all applicable requirements of the RFP.

Per the amendment, Part 4, section D30 HVAC, sub-section a.5 is changed to "Condensing Unit shall be installed on hot-dip galvanized steel elevated or overhead platform."

28 Page 10 of 46 On page no. 10 of 46, the minimum required rooms and the concept drawing do not match.

Could you please confirm which one should be considered for the concept design — the minimum required rooms listed, or the layout shown in the reference concept drawing?

The minimum room requirements have been added.

Per the amendment, Part 3, Section 5.1.3 TWO-STORY COMMUNICATION BUILDING and

Section 5.2.1 ADMIN BUILDING, the specific space requirements were added.

29 Page 10 of 46 Could you please clarify whether a direct connection between the

Communication Block and the Admin Block is required ? If so, kindly confirm the type of connection required ?

The Communication Block and Admin Bldg. shall have a 3-meter clear separation in between buildings. There shall be a 2-meter wide covered concrete walkway in between.

Per the amendment, Part 3, Section 5.1.3., paragraph 1 is changed to read:

"Design and construct two-story building with enclosed reinforced concrete walls and no exterior window on perimeter walls. The building shall be of reinforced concrete and steel construction. The exterior wall and the roof slab shall have a minimum thickness of 200 mm (8 inches). The building structure, electrical, security and communication, and HVAC systems shall be designed to suit the primary function of the building. There shall be 3-meter separation between the two buildings.

There shall be a 2-meter wide covered concrete walkway in between. Additionally, a ground floor access door shall be provided to connect the two buildings, ensuring internal circulation while maintaining the functional separation between the blocks."

Question

No.

Reference (Sect/Para/Page) QUESTION GOVERNMENT RESPONSE

30 Part 3, Para 4.1, page 7 Key Personnel - Solicitation requires 3 key pesonnel to be on site

"at all times", is this to be interpreted as being onsite 24 hours / 7 days a week, or only during construction working hours?

No action required by the USG. Refer to the RFP and applicable references for the answer.

D/B UFC Construct Admin and Communication Building Amendment 0003 N6274225R6508 Camp Aguinaldo, Quezon City, Philippines

Amendment 0003

The following changes are hereby incorporated into solicitation, Part 2, 3, 4, 6, and BOQ under this solicitation.

PART 2

GENERAL REQUIREMENTS

1. Section 5 DESIGN, Paragraph 2 is added:

Soil investigation and topographic survey are not required during the pre-proposal stage. Such activities shall be performed subsequent to contract award. For proposal preparation purposes, the soil bearing capacity shall be assumed to be 150 kPa.

2. Section 19 LICENSES/PERMITS, Paragraph 2 is added:

Delivery permits are required and processed through the office of the Deputy Chief of Staff for Intelligence (J2) of the Armed Forces of the Philippines (AFP).

PART 3

STATEMENT OF WORK

1. Section 3.5 CONTRACTOR-FURNISHED SURVEYS AND REPORTS, Paragraph 8 is added:

Due to security considerations, the use of aerial or flyover-based methods for conducting topographic surveys is strictly prohibited. All topographic surveys shall be performed manually through ground-based methods in full compliance with applicable specifications and security protocols.

2. Section 5.1 CLIN 0001: BASE BID ITEM 0001 - CONSTRUCT TWO-STORY COMMUNICATION BUILDING, Sub-section 5.1.3 TWO-STORY COMMUNICATION BUILDING, Item No.23 Security Work, Sub-item 1, Change from:

Provide empty conduits with pull strings and junction boxes to accommodate future CCTV cameras which will provide unobstructed views of the perimeter of the building.

To:

The Contractor shall provide empty conduits with pull strings and junction boxes to accommodate the installation of CCTV cameras, ensuring unobstructed views of the building perimeter. CCTV cameras are required only on the exterior of the building; no CCTV cameras are required for the interior.

3. Section 5.2 CLIN 0002: BASE BID ITEM 0002 - CONSTRUCT TWO-STORY ADMIN BUILDING WITH ANTENNA TOWER, Item No.7 Security Work, Change from:

The building must be installed with empty conduits with pull strings and junction boxed for future CCTV cameras which will provide unobstructed views of the perimeter of the building. Future provisions should also be provided to accommodate a future enhanced security system such as card access control system.

To:

Attachment-02 Summary of Changes

The Contractor shall provide empty conduits with pull strings and junction boxes to accommodate the installation of CCTV cameras, ensuring unobstructed views of the building perimeter. CCTV cameras are required only on the exterior of the building; no CCTV cameras are required for the interior.

4. Section 5.1 CLIN 0001: BASE BID ITEM 0001 - CONSTRUCT TWO-STORY COMMUNICATION BUILDING, Sub-section 5.1.3 TWO-STORY COMMUNICATION BUILDING, Item No.27 Fire Alarm System and Fire Extinguishing System, Bullet c and d is changed from:

c. Provide and install portable fire extinguishers in compliance with National Fire Protection Association.

d. Provide an assessment of the required fire suppression system, ensuring the assessment adheres to relevant codes and standards, including UFC, NFPA, and any applicable local regulations.

See Part 6, Attachment 4, Figure 4.1 for visual reference To:

c. Provide and install portable fire extinguishers in compliance with the National Fire Protection Association. Provide clean agent fire extinguishers that are non-conductive, non-corrosive, leave no residue, and compliant with NFPA, suitable for use in telecommunications and electronic equipment rooms, and energized electrical equipment must be installed. Multipurpose ABC-type portable fire extinguishers shall be installed in adjacent general areas and spaces where Class A (ordinary combustibles), Class B (flammable liquids), or Class C (electrical) fires may occur.

Reference Standards:

- NFPA 10 – for requirements on portable fire extinguishers (selection, placement, inspection, maintenance).

- NFPA 2001 – for guidelines specific to clean agent systems.

- NFPA 76 – for comprehensive fire protection standards applicable to telecommunications facilities.

Reference Standards:

- NFPA 10 – for requirements on portable fire extinguishers (selection, placement, inspection, maintenance).

- NFPA 2001 – for guidelines specific to clean agent systems.

- NFPA 76 – for comprehensive fire protection standards applicable to telecommunications facilities.

d. The assessment requirement only applies to existing facilities scheduled for renovation. For new facilities under this solicitation, the requirement is for a new design and not an assessment.

See Part 6, Attachment 4, Figure 3.4 for visual reference of fire alarm system.

5. Section 5.2 CLIN 0002: BASE BID ITEM 0002 - CONSTRUCT TWO-STORY ADMIN BUILDING WITH ANTENNA TOWER, Item No.6 Fire Alarm System and Fire suppression Works, Change from:

The building should be equipped with a smoke detection system, fire detectors, and manual pull stations with audible alarm systems that are compliant with the National Fire Protection Association. Local availability preferred for maintainability. Portable fire extinguishers should be readily available in case any fire mishap arises. Provide an assessment of the required fire suppression system, ensuring the assessment adheres to relevant codes and standards, including UFC, NFPA, and any applicable local regulations.

To:

The building should be equipped with a smoke detection system, fire detectors, and manual pull stations with audible alarm systems that are compliant with the National Fire Protection

Association. Local availability preferred for maintainability. Portable fire extinguishers should be readily available in case any fire mishap arises. Provide and install portable fire extinguishers in compliance with the National Fire Protection Association. Provide clean agent fire extinguishers that are non-conductive, non-corrosive, leave no residue, and compliant with NFPA, suitable for use in telecommunications and electronic equipment rooms, and energized electrical equipment must be installed. Multipurpose ABC-type portable fire extinguishers shall be installed in adjacent general areas and spaces where Class A (ordinary combustibles), Class B (flammable liquids), or Class C (electrical) fires may occur.

Reference Standards:

- NFPA 10 – for requirements on portable fire extinguishers (selection, placement, inspection, maintenance).

- NFPA 2001 – for guidelines specific to clean agent systems.

- NFPA 76 – for comprehensive fire protection standards applicable to telecommunications facilities.

6. Section 5.2 CLIN 0002: BASE BID ITEM 0002 - CONSTRUCT TWO-STORY ADMIN BUILDING WITH ANTENNA TOWER, Item No.1 Architectural Work, Bullet 7 is added to Ground Floor:

• Lobby area or visitor waiting area shall be provided and located at the front entrance.

7. Section 6.2 CLIN 0002: BASE BID ITEM 0002 - CONSTRUCT TWO-STORY ADMIN BUILDING WITH ANTENNA TOWER, Sub-section A10 FOUNDATIONS-GENERAL, Paragraph 2 is changed from:

As a minimum, the successful bidder's Geotechnical Engineer shall perform additional subsurface exploration and supplementary laboratory testing as necessary to support the design concept.

To:

As a minimum, the successful bidder's Geotechnical Engineer shall perform additional subsurface exploration and supplementary laboratory testing as necessary to support the design concept. The number and location of soil borings shall be determined by the Contractor’s Designer of Record (DOR) in coordination with the Geotechnical Engineer. A minimum of two (2) boreholes shall be provided.

8. Section 6.1 CLIN 0001: BASE BID ITEM 0001 - CONSTRUCT TWO-STORY COMMUNICATIONS BUILDING, Sub-section B1020 ROOF CONSTRUCTION, Item c, Change from:

Construct a metal roof system on structural steel frame on top of the multi-purpose roof deck for added weather protection. Provide the necessary roof overhang to prevent rainwater intrusion to roof deck. Roofing sheet shall be pre-painted long span, gauge 24 metal roof that is clip-locking type.

Provide matching and suitable gutters and PVC downspouts designed for collection of rainwater into a rainwater collection tank above ground. Provide fine mesh corrosion resistant metal screens over gutter and downspouts to filter out debris.

To:

Provide cast-in-place reinforced concrete roof system, including slab, structural support members (beams/girders if applicable), parapets, and integrated features like roof openings and drainage. The roof system serves as both the structural and base weather-resistant component of the building envelope. Provide cast-in-place reinforced concrete roof, minimum of 200 mm thick with waterproofing.

Add:

d. Lobby area or visitor waiting area shall be provided and located at the front entrance.

9. Section 5.2 CLIN 0002: BASE BID ITEM 0002 - CONSTRUCT TWO-STORY ADMIN BUILDING WITH ANTENNA TOWER. Sub-section 5.2.1 ADMIN BUILDING, Item 1.

Architectural work, Add:

Building elevation: Per below table.

Description Method of measuring Dimension Ground floor finished floor level

From existing sidewalk +0.30 m

Ground floor ceiling line From ground floor finished floor level

+3.0 m

Second floor finished floor level

From ground floor finished floor level

+4.0 m

Second floor ceiling line From second floor finished floor level

+3.0 m

Botton of Roof slab From second floor finished floor level

+3.50 m

10. Section 5.2 CLIN 0002: BASE BID ITEM 0002 - CONSTRUCT TWO-STORY ADMIN BUILDING WITH ANTENNA TOWER. Sub-section 5.2.2 ANTENNA TOWER, Add:

The Contractor shall provide and install one (1) 4-legged steel lattice tower, hot-dipped galvanized, with an overall height of fifteen (15) meters, measured vertically from the top surface of the Administration Building roof slab to the highest point of the tower structure. The tower shall be equipped with a cage ladder designed and constructed to provide safe personnel movement and maintenance access. The design, fabrication, and installation shall comply with all applicable wind, seismic, and live load requirements in accordance with Host Nation building codes, the National Structural Code of the Philippines (NSCP), the International Building Code (IBC), and the Telecommunications Industry Association (TIA) Standard TIA-222.

11. Section 5.1 CLIN 0001: BASE BID ITEM 0001 - CONSTRUCT TWO-STORY COMMUNICATION BUILDING, Sub-section 5.1.3 TWO-STORY COMMUNICATION

BUILDING,

Change from:

Design and construct two-story building with enclosed reinforced concrete walls and no exterior window on perimeter walls. The building shall be of reinforced concrete and steel construction. The exterior wall and the roof slab shall have a minimum thickness of 200 mm (8 inches). The building structure, electrical, security and communication, and HVAC systems shall be designed to suit the primary function of the building.

To:

Design and construct two-story building with enclosed reinforced concrete walls and no exterior window on perimeter walls. The building shall be of reinforced concrete and steel construction. The exterior wall and the roof slab shall have a minimum thickness of 200 mm (8 inches). The building structure, electrical, security and communication, and HVAC systems shall be designed to suit the primary function of the building. There shall be 3-meter separation between the two buildings. There shall be a 2-meter wide covered concrete walkway in between. Additionally, a ground floor access door shall be provided to connect the two buildings, ensuring internal circulation while maintaining the functional separation between the blocks.

12. Section 6.1 CLIN 0001: BASE BID ITEM 0001 - CONSTRUCT TWO-STORY COMMUNICATIONS BUILDING, Sub-section D5030 COMMUNICATION AND SECURITY, Item D503001 TELECOMMUNICATIONS SYSTEMS, Add:

d. The designated internet service provider for the base is PLDT. The nearest service drop connection point is located at the BOQ, at an approximate distance of 250 meters from the project site.

13. Section 5.1 CLIN 0001: BASE BID ITEM 0001 - CONSTRUCT TWO-STORY COMMUNICATION BUILDING, Sub-section 5.1.3 TWO-STORY COMMUNICATION BUILDING, On Page 10 of 46

Change from:

Building dimension: 28 m X 23 m

At a minimum the building shall consist of the following:

Ground Floor

• Command and Control Room

• Signal and Server Room

• Intel Fusion Center

• Pantry

• Separate Restrooms with Shower stalls

• Interior staircase and hallway

• Concrete apron/walkway around the building exterior

Second Floor

• Command and Control Room

• VIP Room and Observation Station

• Accommodation Room for PH personnel

• Accommodation Room for US personnel

• Separate Restrooms with Shower stalls

To:

Building dimension: 28 m X 23 m

At a minimum the building shall consist of the following:

Ground Floor

• Command and Control Room/War Room – 230 sqm.

• Signal Room – 11 sqm.

• Server Room – 11 sqm.

• Operations Officer Office – 9 sqm.

• Operations and Intel Fusion Center – 13 sqm.

• Joint Operations and Intel Conference Room – 16 sqm.

• Pantry/Mess and Supply Room – 14 sqm.

• Power Room – 17 sqm.

• Pantry (Intel Fusion Center) – 7 sqm.

• Head /CR (Toilet) – 13 sqm.

• Interior staircase and hallway – 75 sqm.

• Mini Bar/Coffee Area – 7 sqm.

• Concrete apron/walkway around the building exterior

Second Floor

• Command and Control/War Room – 162 sqm.

• VIP Room and Observation Station – 113 sqm.

• Accommodation Room for PH personnel – 102 sqm.

• Restrooms with Shower stalls (PH) – 16 sqm.

• Accommodation Room for US personnel – 39 sqm.

• Restrooms with Shower stalls (US) – 8 sqm.

• Interior staircase and hallway – 20 sqm.

14. Section 5.2 CLIN 0002: BASE BID ITEM 0002 - CONSTRUCT TWO-STORY ADMIN BUILDING WITH ANTENNA TOWER, Sub-section 5.2.1 ADMIN BUILDING, On Page 15 of 46

Change from:

The admin building shall include but is not limited to the following:

Ground Floor

• C2 Admin Receiving Area

• Workstations for 6 PH personnel and 4 US personnel

• Conference Room

• Covered Exterior Staircase

• Two separate Entrances to C2 Facility

• Comfort Room

Second Floor

• Den

• Multi-purpose roof deck

To:

The admin building shall include but is not limited to the following:

Ground Floor

• C2 Admin Receiving Area – 48 sqm.

• Workstations for 6 PH personnel and 4 US personnel – 57 sqm.

• Conference Room – 19 sqm.

• Covered Exterior Staircase – 10 sqm.

• Two separate Entrances to C2 Facility – 6 sqm.

• Comfort Room – 9 sqm.

• Multi-purpose room – 6 sqm.

Second Floor

• Den – 72 sqm.

• Multi-purpose roof deck – 72 sqm.

• Antenna Tower – 15m

15. Section 3.3 TEMPORARY CONSTRUCTION FACILITIES AND CONTROL, Change from:

The contractor shall be allowed to establish temporary workers' barracks in the vicinity of the project site subject to HN approval. Temporary facilities like storage sheds, offices and portable latrines are allowed within the construction site. Enclose the project work area and Contractor lay-down area with 2400 mm high temporary panel fencing. Maintain the safety fencing during the life of the Contract and, upon completion and acceptance of the work, remove from the work site.

To:

The AFP will allow the contractor to build temporary workers' barracks, office and warehouse in the vicinity of the project site. No more than 40 people shall be allowed to stay on site. Temporary facilities like storage sheds, offices and portable latrines are allowed within the construction site.

Enclose the project work area and Contractor lay-down area with 2400 mm high temporary panel fencing. Maintain the safety fencing during the life of the Contract and, upon completion and acceptance of the work, remove from the work site.

16. All requirements pertaining to Furniture, Fixtures, and Equipment (FF&E) previously referenced in this solicitation are hereby deleted in their entirety and shall not form any part of the Contractor’s scope of work.

17. The requirement for a storm water collecting tank is hereby deleted in its entirety and shall not form any part of the Contractor’s scope of work.

PART 4

MINIMUM MATERIALS, ENGINEERING AND CONSTRUCTION REQUIREMENTS

1. Section D SERVICES, Sub-section D30 HVAC, Item a. Air-Conditioning System, Change from:

5. Condensing Unit shall be installed on non-corroding elevated or overhead platform.

To:

5. Condensing Unit shall be installed on hot-dip galvanized steel elevated or overhead platform.

PART 6

ATTACHMENTS

1. Add:

ATTACHMENT 2 – CONCEPTUAL DRAWINGS (please see Figure 2.6, Location of Temporary Facilities, Electricity and Water Connection)

2. Add:

ATTACHMENT 2 – CONCEPTUAL DRAWINGS (please see Figure 2.7, Location of Existing Building Scheduled for Demolition)

3. Add:

ATTACHMENT 2 – CONCEPTUAL DRAWINGS (please see Figure 2.8, Location of Internet Service Provider Connection Point)

4. Revised:

ATTACHMENT 2 – CONCEPTUAL DRAWINGS (please see Figure 2.2, Conceptual Ground Floor Plan of Main Building)

5. Revised:

ATTACHMENT 2 – CONCEPTUAL DRAWINGS (please see Figure 2.3, Conceptual Second Floor Plan of Main Building)

BOQ

1. BOQ Form is revised to remove FF&E and Storm Water Collection Tank

D/B UFC Construct Admin and Communication Building N6274225R6508

Camp Aguinaldo, Quezon City, Philippines Part 6

SBU - CONTRACTING AND ACQUISITIONS

Figure 2.2: Conceptual Ground Floor Plan of Main Building.

wall with plastering and painting

Figure 2.3: Conceptual Second Floor Plan of Main Building.

reinforced with plastering

Figure 2.6: Location of Temporary Facilities, Electricity and Water Connection.

Figure 2.7: Location of Existing Building Scheduled for Demolition between the two buildings. There concrete walkway in between.

Figure 2.8: Location of Internet Service Provider Connection Point

BOQ Form_JSOG_Aguinaldo_V20250817

COST PROPOSAL

ACTIVITY AND LOCATION: SOLICITATION NUMBER:

NAVFAC ROICC Philippines N6274225R6508

PROJECT TITLE: CONTRACTOR:

ITEM DESCRIPTION

NUMBER UNIT UNIT COST TOTAL UNIT COST TOTAL TOTAL, USD

Item # ESR CLIN 0001: Base Bid Item 0001 - Design and Construction of Two-Story Communication Building

A10 FOUNDATIONS

A1010 Standard Foundations

1 Imported Soil cu.m.

2 Compacted Sand cu.m.

3 Concrete cu.m.

4 Reinforcing & Structural Steel kg

A1030 Slab on Grade

Steel Reinforcing, Structure, and Rebars for the floor slab kg

6 Concrete cu.m.

7 Vapor Barrier sq.m.

8 Chemical Termite Control sq.m.

B10 SUPERSTRUCTURE

Structural Frames Columns

9 Steel Reinforcing, Structure, and Rebars kg 10 Concrete cu.m.

11 Falsework & Formwork sq.m.

Beams 12 Steel Reinforcing, Structure, and Rebars kg 13 Concrete cu.m.

14 Falsework & Formwork sq.m.

B1010 Floors (2F Slab)

Steel Reinforcing, Structure, and Rebars for the floor slab kg

16 Concrete cu.m.

17 Falsework and Formwork sq.m.

B1020 Roofs (Roof Slab) 18 Steel Reinforcing, Structure, and Rebars kg 19 Concrete cu.m.

20 Falsework and Formwork sq.m.

21 Elastomeric Waterproofing sq.m.

B20 EXTERIOR CLOSURE

B2010 Exterior Walls

22 Steel Reinforcing, Structure, and Rebars kg 23 Concrete cu.m.

24 Falsework and Formwork sq.m.

B201009 Exterior Painting and Coatings 25 Painting sq.m.

B201010 Exterior Joint Sealant 26 Joint Sealant l.m.

B2030 Exterior Doors 27 Steel Door set 28 Fire Exit Door set

C10 INTERIOR CONSTRUCTION

C1010 Partitions

29 Drywall Partition sq.m.

30 Concrete Block Partitions sq.m.

DATE SUBMITTED

QUANTITY MATERIAL COST LABOR COST

D/B UFC Construct Admin and Communication Building, Camp Aguinaldo, Quezon City, Philippines

FOR OFFICIAL USE ONLY 1 of 7

Amendment 0003 N6274225R6508 Attachment-03 Revised BOQ

ITEM DESCRIPTION

NUMBER UNIT UNIT COST TOTAL UNIT COST TOTAL TOTAL, USD

QUANTITY MATERIAL COST LABOR COST

C1020 Interior Doors 31 C102001 Standard Interior Doors set

C20 STAIRS

Concrete Stair with Rebars, Columns, Beams w/ Handrails lot

33 Ceramic tile sq.m.

C30 INTERIOR FINISHES

C3010 Wall Finishes

34 Ceramic Wall Tiles sq.m.

35 Interior Wall sq.m.

C3020 Floor Finishes 36 Ceramic/porcelain Floor Tiles sq.m.

C3030 Ceiling Finishes 37 Acoustic Ceiling sq.m.

38 Fiber Cement Board sq.m.

39 Metal Furring sq.m.

C3040 Interior Coatings and Special Finishes 40 Roof Painting Finish sq.m.

D20 PLUMBING

D2010 Plumbing Fixtures

41 Water Closet ea 42 Tissue Paper Holder ea 43 Toilet Bidet Sprayer ea 44 Lavatory and Fitting ea 45 Lavatory Faucet ea 46 Shower Head ea

D2020 Domestic Water Distribution & Equipment 47 Domestic Pipe and Fitting lot

D2030 Sanitary Waste & Vent 48 Sanitary Waste Pipe and Fitting lot 49 Sanitary Vent Pipe and Fitting lot 50 Floor Drains ea

D2040 Rainwater Drainage 51 Sanitary Waste Pipe and Fitting lot

D30 HVAC

D3050 Terminal & Package Units

Split-type A/C with all Equipment & Accessories set

53 Piping, Fitting and Accessories lot Other HVAC System and Equipment

54 Wall Mounted Fans ea 55 Systems Testing & Balancing ea

D40 FIRE PROTECTION

D4010 Fire Alarm and Detection

Fire Alarm Control Panel (FCP) with Accessories ea

57 Smoke Detectors ea 58 Manual Pull Stations ea

Fire Alarm Sounders & Visual Alarm Devices ea

60 Fire Alarm Wiring & Conduit lot D4090 Other Fire Protection Systems

61 Fire Protection Specialties lot 62 Fire Extinguishers ea

D50 ELECTRICAL

D5010 Electrical Service and Distribution

63 Main Switchboard set

FOR OFFICIAL USE ONLY 2 of 7

Amendment 0003 N6274225R6508

NUMBER UNIT UNIT COST TOTAL UNIT COST TOTAL TOTAL, USD

QUANTITY MATERIAL COST LABOR COST

Manual Transfer Switch with Conduits and Accessories lot

65 Panels set 66 Enclosure CB for A/C and others set

D5020 Lighting & Branch Wiring 67 Cable and Wiring, Conduit & Raceway lot

68 Receptacle Outlet (GPO) with accessories ea 69 Power Socket Outlets with accessories ea 70 Interior LED Fixture ea 71 Exterior LED Fixture ea 72 LED Floodlights for the Exterior Area ea 73 Lighting switches with accessories ea

D5030 Communication and Security D503001 Telecommunications System

74 16-Port Network Switch with Cabinet lot 75 Telephone Jack ea 76 RJ45 LAN Outlets lot

CAT-6E Cable with Accessories & Metalic Conduit with Accessories ea

CCTV

78 CCTV Cameras ea 79 Video Recorder ea

Desktop Computer, harddisk, and LCD Monitor & Control Unit set

81 Wiring and Accessories lot D5090 Other Electrical Services

82 Emergency Light with all Accessories ea 83 Exit Signs with All Accessories ea 84 Lightning Protection System lot 85 Grounding System lot

E20 FURNISHINGS

E2010 Fix Furnishings

86 Room Key Tag ea 87 Wall-mounted Lockable Key Cabinet ea

F20 SELECTIVE BUILDING DEMOLITION

88 F2010 Building Elements Demolition lot

X FIELD REQUIREMENTS, OFFICE OVERHEAD & PROFIT

X10 Field Requirements

89 Predesign Surveys ea 90 Detailed Engineering Design ea 91 Mobilization/Demobilization ea 92 Project Management months 93 Testing & Commissioning ea 94 Training, O&M Manuals, As-Builts ea 95 Project Rendering ea

X20 Office Overhead

Tempfacil, Temporary water and electrical power resources, utilities, and permits, formworks, rental of equipment etc.)

months

97 X30 Profit ls

G10 SITE PREPARATION

98 G1010 Site Clearing lot

99 G1030 Site Earthwork lot

G20 SITE IMPROVEMENTS

100 G2030 Pedestrain Paving cu.m.

G30 SITE CIVIL/ MECHANICAL UTILITIES

FOR OFFICIAL USE ONLY 3 of 7

Amendment 0003 N6274225R6508

NUMBER UNIT UNIT COST TOTAL UNIT COST TOTAL TOTAL, USD

QUANTITY MATERIAL COST LABOR COST

G3010 Water Supply 101 5000L SS Tank ea

G3020 Sanitary Sewer 102 Excavation cu.m.

103 Steel Reinforcing, Structure, and Rebars kg.

104 Concrete cu.m.

105 Vapor Barrier sq.m.

106 Leaching Field cu.m.

G40 SITE ELECTRICAL UTILITIES

G4010 Electrical Distribution

Electrical connection to base including posts, electrical cables and required transformer ea

SUBTOTAL CLIN 0001

CLIN 0002: Base Bid Item 0002 - Construction of Two-Story Admin Building with Antenna Tower

A10 FOUNDATIONS

A1010 Standard Foundations

108 Imported Soil cu.m.

109 Compacted Sand cu.m.

110 Concrete cu.m.

111 Reinforcing & Structural Steel kg

A1030 Slab on Grade

Steel Reinforcing, Structure, and Rebars for the floor slab kg

113 Concrete cu.m.

114 Vapor Barrier sq.m.

115 Chemical Termite Control sq.m.

B10 SUPERSTRUCTURE

Structural Frames Columns

116 Steel Reinforcing, Structure, and Rebars kg 117 Concrete cu.m.

118 Falsework & Formwork sq.m.

Beams 119 Steel Reinforcing, Structure, and Rebars kg 120 Concrete cu.m.

121 Falsework & Formwork sq.m.

B1010 Floors (2F Slab)

Steel Reinforcing, Structure, and Rebars for the floor slab kg

123 Concrete cu.m.

124 Falsework and Formwork sq.m.

B1020 Roof Construction 125 Steel Reinforcing, Structure, and Rebars kg 126 Concrete cu.m.

127 Metal Framing lot 128 Roof canopies lot

B20 EXTERIOR CLOSURE

B2010 Exterior Walls

129 Steel Reinforcing, Structure, and Rebars kg 130 Concrete Block Partitions sq.m.

B201009 Exterior Painting and Coatings 131 Painting sq.m.

B201010 Exterior Joint Sealant 132 Joint Sealant l.m.

B2020 Exterior Windows 133 Sliding Window set 134 Insect Screens sq.m.

FOR OFFICIAL USE ONLY 4 of 7

Amendment 0003 N6274225R6508

NUMBER UNIT UNIT COST TOTAL UNIT COST TOTAL TOTAL, USD

QUANTITY MATERIAL COST LABOR COST

B2030 Exterior Doors 135 Steel Door set 136 Fire Exit Door set

B30 ROOFING

137 B3010 Roof Covering sq.m.

138 B301003 Roof Insulation sq.m.

139 B301005 Roof Gutters and Downspouts l.m.

C10 INTERIOR CONSTRUCTION

C1010 Partitions

140 Concrete Block Partitions sq.m.

C101005 Interior Windows

141 Fixed Window set C1020 Interior Doors

142 C102001 Standard Interior Doors set

C20 STAIRS

Concrete Stair with Rebars, Columns, Beams w/ Handrails lot

144 Scaffolding lot 145 Formworks sq.m.

146 Ceramic tile sq.m.

C30 INTERIOR FINISHES

C3010 Wall Finishes

147 Ceramic Wall Tiles sq.m.

C3020 Floor Finishes

148 Ceramic/porcelain Floor Tiles sq.m.

149 Sealed Concrete Flooring sq.m.

C3030 Ceiling Finishes 150 Acoustic Ceiling sq.m.

151 Fiber Cement Board sq.m.

152 Ceiling Suspension sq.m.

153 Metal Furring sq.m.

C3040 Interior Coatings and Special Finishes 154 Roof Painting Finish sq.m.

D20…

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