N6274224R6720_0002 released.pdf

ACQR6065299

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

N6274224R6720 D/B UFC Construction of Entry Control Point, Perimeter Wall, and Access Roads in Basa Air Base, Floridablanca, Pampanga, Philippines.

Detail of Amendment 0002 begins on the next page.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 6

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

16C. DATE SIGNED

BY 24-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 N6274224R6720

X 9B. DATED (SEE ITEM 11)

26-Jul-2024

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

(a) By completing Items 8 and 15, and returning 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

24-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:

N6274224R6720

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 0002 PPIS & SOW

Amendment 0002 entirely supersedes and replaces Amendment 0001. All contents of Amendment 0001 are now null and void, with Amendment 0002 governing in full.

The following changes will be considered part of this solicitation:

A. Proposal due date is hereby changed to 29 August 2024, no later than 11:00 a.m. Thailand time.

B. The following changes are hereby incorporated to this solicitation: Part 1, 3, 4 and 6 under this solicitation.

AMENDMENT 0002

SUMMARY OF CHANGES

PART 1

PROPOSAL FORMS AND DOCUMENTS

1. Add CLIN0005 Option Item 0002: CONSTRUCTION OF ADDITIONAL GATE, WEST OF GATE 25 to the solicitation.

PART 3

STATEMENT OF WORK

2. Page 1 of 21, Section 1, paragraph 2 is revised to read:

The ECP shall have canopy at the search area and a guard booth IVO GPS coordinates 14°59'31.54"N,120°30'17.03"E located about 75m away from existing Gate no 25.

3. Page 2 of 21, Section 1, Period of Performance (PoP) paragraph has been revised to add CLIN 005, Option Item 002 and increase PoP as follows:

Period of Performance for complete design and construction:

CLIN0001, Base Bid Item 0001: CONSTRUCTION OF ECP AND REINFORCED CMU PERIMETER WALL EAST OF GATE 25 - 340 calendar days

CLIN0002, Base Bid Item 0002: CONSTRUCTION OF REINFORCED CMU PERIMETER WALL WEST OF GATE 25 - 248 340 calendar days

CLIN0003, Base Bid Item 0003: CONSTRUCTION OF REINFORCED CONCRETE ACCESS ROADS - 218 340 calendar days

CLIN0004, Option Item 0001: CONSTRUCTION OF ADDITIONAL REINFORCED CMU PERIMETER WALL WEST OF GATE 20 - 120 210 calendar days, concurrent with the Base Bid Item 0001, not to exceed contract completion date

CLIN0005, Option Item 0002: CONSTRUCTION OF ADDITIONAL GATE, WEST OF GATE 25 - 120 calendar days, concurrent with the Base Bid Item 0001, not to exceed contract completion date.

4. Page 3 of 21, Section 3, 3.1 EXISTING SITE CONDITIONS. Paragraph 1 has been revised to read:

The entry control point is located near the perimeter wall at Basa Air Base, Floridablanca, Pampanga, Philippines in the vicinity of (IVO) GPS coordinate 14°59'31.36"N and 120°30'15.46"E. The project is located at the Gate no 25 (see Part 6, Attachment 1, Photo 1). The site is made up of clay soil, existing concrete road, and existing dirt road. The area is muddy during rainy season and there are patches of water along the existing dirt road. There are trees that shall be cut by the contractor prior to start of construction.

The existing road between GPS coordinates 14°59'34.95"N, 120°30'13.49"E and 14°59'29.18"N, 120°30'18.19"E will be paved with concrete. The electrical connection point is located at GPS coordinate 14°59'29"N, 120°30'18"E. It provides single-phase power at 230 volts.

5. Page 3 of 21, Section. 3.1 EXISTING SITE CONDITIONS. Paragraph 2 has been revised to read:

The new perimeter wall will be built along the same line as the current chain-link fence that will be removed.

It will extend from the GPS coordinates 14°59'51.50"N, 120°29'58.95"E to 14°59'30.85"N,120°30'18.72"E.

The project is located parallel to the highway road (see Part 6, Attachment 1, Photo 2). The site is made up of clay soil. The area is muddy during rainy season and there are patches of water along the existing dirt road.

The project site is grassy that shall be cut by the contractor prior to start of construction. About 100m long of existing fence have its base elevation 500mm lower than the finished road level (FRL) of the highway road.

6. On Page 5 of 21, Section 4. PROJECT REQUIREMENTS. PoP have been increased as follows:

CLIN 0001: BASE BID ITEM 0001 – CONSTRUCTION OF ECP AND REINFORCED CMU PERIMETER

WALL, EAST OF GATE 25

PoP: 340 calendar days

CLIN 0002: BASE BID ITEM 0002 – CONSTRUCTION OF REINFORCED CMU PERIMETER WALL,

WEST OF GATE 25

PoP: 248 340 calendar days

CLIN 0003: BASE BID ITEM 0003 – CONSTRUCTION OF REINFORCED CONCRETE ACCESS ROADS

PoP: 218 340 calendar days

CLIN 0004: OPTION ITEM 0001 – CONSTRUCTION OF ADDITIONAL REINFORCED CMU

PERIMETER WALL, TO THE LEFT WEST OF GATE 20

PoP: 120 210 calendar days, concurrent with the Base Bid Item 0001, not to exceed contract completion date

CLIN0005, OPTION ITEM 0002: CONSTRUCTION OF ADDITIONAL GATE, WEST OF GATE 25

PoP: 210 calendar days, concurrent with the Base Bid Item 0001, not to exceed contract completion date.

7. Page 6 of 21, Section 4.1 KEY PERSONNEL has been revised as follows:

KEY PERSONNEL:

This project will require the following management personnel (check one):

Dedicated Superintendent, Dedicated Quality Control Manager, and Dedicated Site Safety Health Officer (3 different people on site during production at all times)

Dedicated Superintendent and Dedicated Quality Control Manager; Superintendent may serve as Site

Safety Health Officer if qualified but not Quality Control Manager (2 different people on site during production at all times)

Triple-Hat Superintendent, Quality Control Manager, and Site Safety Health Officer (1 person on site during production at all times)

Provide Dedicated Superintendent, Dedicated Quality Control Manager, and Dedicated Site Safety Health Officer (3 different people on site during production at all times) for CLIN 0003: BASE BID ITEM 0003

– CONSTRUCTION OF REINFORCED CONCRETE ACCESS ROADS in addition to the required key personnel above.

8. Page 7 of 21, Section 5, 5.1. CLIN 0001 description has been revised to read:

5.1 CLIN0001, Base Bid Item 0001: CONSTRUCTION OF ECP AND REINFORCED CMU PERIMETER

WALL, TO THE RIGHT EAST OF GATE 25

9. Page 9 of 21, Section 5, 5.1.3. CLIN 0001 ECP and REINFORCED CMU PERIMETER WALL EAST OF GATE 25. List item h., line 1 has been revised to read:

d. Design and construct a minimum of 24m by 18m 9m cantilevered search area canopy with reinforced concrete footing, foundation, and pedestal.

10. Page 9 of 21, Section 5, 5.1.3. CLIN 0001 ECP and REINFORCED CMU PERIMETER WALL EAST OF

GATE 25. List item h. has been revised to read:

k. Design and construct new gate at Post 25 to enhance security in the area. The new gate shall be motorized manually operated with a single-cantilevered horizontal slide gate with a 5-HP motor to operate the gate.

11. Page 10 of 21, Section 5, 5.1.3 CLIN 0001 ECP and REINFORCED CMU PERIMETER WALL EAST OF

GATE 25. List item s. has been added as follows:

s. Provide minimum of 350m chain-link fence around ECP topped with razor wire to enhance security.

Provide 3m-high by 300m-long by 5cm mesh galvanized with steel posts set in concrete. The fence shall be away from the exterior building walls per UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings. Provide one (1) two-leaf swing gate parallel to Gate 25 and about 75m away from Gate 25.

Please refer to the conceptual drawing in Part 6, Attachment 3. Please refer to the conceptual drawing in Part 6, Attachment 3. Sheet C-0001 (identified as PROPOSED FENCE, marked in green color) and Sheet C-101.

12. Page 10 of 21, Section 5, 5.2 CLIN 0002 description has been revised to read:

5.1.1.1 CLIN0002, Base Bid Item 0002: CONSTRUCTION OF REINFORCED CMU PERIMETER

WALL, WEST OF GATE 25

13. Page 11 of 21, Section 5, 5.2.2 REINFORCED CMU PERIMETER WALL. List item d. has been revised to read:

d. Remove, store, and replace a minimum of 85m long underground conduits along the existing perimeter fence (per Part 6, Attachment 1, Photo 6) that is in the way of the construction of perimeter wall.

14. Page 11 of 21, Section 5, 5.3 CLIN0003 description has been revised to read:

5.3 CLIN 0003, Base Bid Item 0003: CONSTRUCTION OF REINFORCED CONCRETE OPERATION

AREA ACCESS ROADS

15. Page 12 of 21, Section 5, 5.3.2. description has been revised to read:

5.3.2 REINFORCED CONCRETE OPERATION AREA ACCESS ROADS

16. Page 14 of 21, Section 5. Header item 5.5 has been added as follows:

5.5 CLIN 0005, Option Item 0002: CONSTRUCTION OF ADDITIONAL GATE, WEST OF GATE 25

Provide one (1) two-leaf swing gate IVO GPS coordinates 14°59'34.38"N, 120°30'13.89"E. The gate shall be constructed of hot-dip galvanized chain link and hot-dip galvanized steel frame. The gate shall have a minimum clear opening of 12 meters. Please refer to the conceptual drawing in Part 6, Attachment 3.

17. Page 20 of 21, Section 6, Subsection G2010, list item g. has been revised to read:

g. Construction methods shall conform to the requirements of DPWH Standard Specifications for Highways and Bridges and in accordance to Guide Specifications Part 3, Section 2.1 APPLICABLE CODES AND STANDARDS indicated therein.

18. Page 20 of 21, Section 6, Subsection. G2040, Subitem G204001 GATES. Paragraph 1 has been revised to read:

Provide two (2) one (1) new hot-dipped galvanized steel manually operated gate with a single-cantilevered horizontal slide gate. Each panel shall be at least 3m-wide to span the entire access way.

Provide perimeter fence as indicated in Part 3, Sections 4.0 and 5.0.

19. Page 20 of 21, Section 6, Subsection G2040, Subitem G204008 PERIMETER WALLS has been revised to read:

G204008 PERIMETER WALLS AND FENCE

Provide hot-dipped galvanized, V-shaped or double-extension, and with hot-dipped galvanized concertina mounted blade wire shall be provided on top of the CMU wall.

Provide 3m-high hot-dipped galvanized chain-link fence with one (1) two-leaf swing gate. Provide 3m-high hot-dipped galvanized braced or corner panel. Provide 4in-diameter hot-dipped galvanized post.

Provide hot-dipped galvanized double arm extension, and concertina wire. Provide grounding.

PART 4

MINIMUM MATERIALS, ENGINEERING AND CONSTRUCTION REQUIREMENTS

20. Page 13 of 19, Section G201001 BASES & SUBBASES has been revised to read:

Prepare subgrade in accordance with Section G10, Site Preparation. Use geotextiles for separation or reinforcement in accordance with manufacturer's instructions. Provide base course under paved areas in accordance with the applicable IBC or DPWH requirements whichever is more stringent Part 3, Section 2.1

APPLICABLE CODES AND STANDARDS.

Place base course in accordance with the DWPH standard Part 3, Section 2.1 APPLICABLE CODES AND STANDARDS in layers of equal thickness with no compacted layer more than 6 inches (150 mm) thick.

Compact base course at optimum moisture content to 100 percent ASTM D 1557 maximum dry density.

Where DPWH specifications of Part 3, Section 2.1 APPLICABLE CODES AND STANDARDS are not available or applicable, the Designer of Record must utilize the UFGS Specification Sections applicable.

Submit these specifications in edited form as a part of the design submittal for the project).

21. Page 14 of 19, Section G201002 CURBS & GUTTERS has been revised to read:

Provide concrete curbs and gutters in accordance with the Host Nation Standards (HNS), i.e. Department of Public Works and Highways (DPWH) Standards Part 3, Section 2.1 APPLICABLE CODES AND STANDARD. Where the Host Nation Standard (HNS) do not include concrete materials for curbs and gutters, provide concrete in accordance with the standard mix of the HNS Part 3, Section 2.1 APPLICABLE CODES AND STANDARD for a minimum compressive strength at 28 days of 3500 psi (25 MPa) concrete.

22. On Page 14 of 19, Section G201003 PAVED SURFACES, List item 1., paragraph 1 has been revised to read:

1. PAVEMENT DESIGN. Provide Portland cement concrete pavement, minimum of 200 mm thick. Provide geometric and pavement design, including minimum pavement sections (if greater than 200 mm), in accordance with the Department of Public Works and Highways (DPWH) standards Part 3, Section 2.1 APPLICABLE CODES AND STANDARD. Provide any required additional pavement design to provide a complete and useable facility.

23. On Page 14 of 19, Section G201003, List item 3, para 1

3. JOINTS FOR PORTLAND CEMENT CONCRETE PAVEMENT. Provide joints in accordance with

DPWH Standards Part 3, Section 2.1 APPLICABLE CODES AND STANDARD and UFC 3-250-01, Pavement Design for Roads and Parking Areas. Install joints in a manner and at such time to prevent random or uncontrolled cracking. Locate joints to form a regular rectangular pattern. Wherever curved pavement edges occur, make joints to intersect tangents to curve at right angles.

PART 6

ATTACHMENTS

24. Page 2, Attachment 1, Photo 2. Photo description has been revised to read:

Photo 2: The new perimeter wall shall be constructed from 14°59'51.50"N, 120°29'58.95"E to 14°59'30.85"N,120°30'18.72"E.

25. On Page 4 of 34, Add photos 7, 8, 9, and 10.

26. On Page 17 of 34, Part 6 Attachment 3 Drawing sheet C-101 has been added.

C. The following attachments are incorporated to the RFP.

- Amendment 0002 Attachment 1. PPIs and Answers

- Exhibit D. - Revised BOQ

D. All other terms and conditions remain the same.

(End of Summary of Changes)

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Project

ECP & REINFORCED CMU PERIMETER WALL G25

FFP

This is a Design-Build project. The contractor shall provide complete design and construction of ENTRY CHECK POINT(ECP) and REINFORCED CMU PERIMETER WALL EAST OF GATE 25, BASA Air Base, Floridablanca, Pampanga, Philippines in accordance with the Parts 2-6 attached here within.

FOB: Destination

PURCHASE REQUEST NUMBER: ACQR6065299

PSC CD: C1QA

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002 1 Project

REINFORCED CMU PERIMETER WALL G25

FFP

This is a Design-Build project. The contractor shall provide complete design and construction of REINFORCED CMU PERIMETER WALL WEST OF GATE 25, BASA Air Base, Floridablanca, Pampanga, Philippines in accordance with the Parts 2-6 attached here within.

FOB: Destination

PURCHASE REQUEST NUMBER: ACQR6065299

PSC CD: C1QA

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0003 1 Project

REINFORCED CONCRETE ACCESS ROAD

FFP

This is a Design-Build project. The contractor shall provide complete design and construction of REINFORCED CONCRETE ACCESS ROADS, BASA Air Base, Floridablanca, Pampanga, Philippines in accordance with the Parts 2-6 attached here within.

FOB: Destination

PURCHASE REQUEST NUMBER: ACQR6065299

0004 1 Project

OPTION REINFORCED CMU PERIMETER WALL G20

FFP

OPTION ITEM 0001

This is a Design-Build project. The contractor shall provide complete design and construction of ADDITIONAL REINFORCED CMU PERIMETER WALL WEST OF GATE 20, BASA Air Base, Floridablanca, Pampanga, Philippines in accordance with the Parts 2-6 attached here within.

PURCHASE REQUEST NUMBER: ACQR6065299

0005 1 Project

OPTION ADD'L GATE, WEST OF GATE 25

FFP

OPTION ITEM 0001

This is a Design-Build project. The contractor shall provide complete design and construction of ADDITIONAL GATE, WEST OF GATE 25, BASA Air Base, Floridablanca, Pampanga, Philippines in accordance with the Parts 2-6 attached here within.

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 340 dys. ADC 1 NAVFAC PACIFIC SITE PHILIPPINES

CAMP AGUINALDO

MANILA PHILIPPINES

63 2 912 2423 EXT. 308

N62742

0002 340 dys. ADC 1 (SAME AS PREVIOUS LOCATION)

0003 340 dys. ADC 1 NAVFAC PACIFIC SITE PHILIPPINES

CAMP AGUINALDO

MANILA PHILIPPINES

632 301 2000 EXT. 5760

0004 210 dys. ADC 1 (SAME AS PREVIOUS LOCATION)

0005 210 dys. ADC 1 (SAME AS PREVIOUS LOCATION)

D/B UFC Construction of Entry Control Point, Perimeter Wall, and Access Roads Basa Air Base, Floridablanca, Pampanga, Philippines

N6274224R6720_0002 Part 6 rev.

AMENDMENT 0001

PART 6

ATTACHMENTS

Photo 7. (View from outside the base along the national highway) Gate no 20 located IVO GPS coordinates 15° 0'1.75"N, 120°29'43.30"E. The fence at the right of the Gate 20 is the Reinforced

CMU Perimeter Wall

N6274224R6720_0002 Part 6 rev.

Photo 8. Electrical tapping point with coordinates 14° 59'29"N, 120°30'18"E.

N6274224R6720_0002 Part 6 rev.

Photo 9. Project location Map.

N6274224R6720_0002 Part 6 rev.

Photo 10. CLIN 005, Option Item 0002. Construct an additional chain link gate IVO of GPS coordinates 14°59'34.52"N, 120°30'13.76"E.

N6274224R6720_0002 Part 6 rev.

Attachment 3. Drawing sheet C-101 has been added

(End of Summary of Changes)

D/B UFC Construction of Entry Control Point, Perimeter Wall, and Access Roads in Basa Air Base Floridablanca, Pampanga, Philippines

N62742224R6720_0002 Attachment 1.

Question No. Reference (Sect/Para/Page) QUESTION GOVERNMENT RESPONSE 0001 For entry control point, There is a difference on orientation between side development plan (page 98) and blow up plan (page 99). Which orientation of the building should we follow?

Provide the ECP following the site development plan shown on Part 6, Attachment 1, Photo 5 and Part 6, Attachment 3, sheet C001.

0002 SOW (Page 35) Factory-fabricated scaffolds and components shall be designed and fabricated in accordance with the applicable national standard; can you please advise if we can use other scaffolding materials aside from timber?

Yes. Other scaffold materials can be used. Minimum requirements for work platfoms and scaffoldings are described in Part 2, Section 31, Subsection 21.A. to 21.E.

0003 002100 2.2 (Y/N) Are we required to sign the SF 30 or can we just acknowledge it on SF 1442 block 19 Acknowledgement of Amendments? If yes, can the USG consider to change the instruction under section 002100 2.2(a)(ii) to avoid any confusion.

Amendments can be acknowledged by either signing individual SF30 for each amendment or on SF 1442 block 19.

0004 Part 6 Can we request the as-built drawing of all the buildings and structures included in this solicitation? This can help us provide a more accurate estimate for the USG.

The Government does not have as-built drawing to provide.

0005 How many pole lights or electric poles must be relocated while working on the proposed perimeter wall?

There is no requirement to relocate any electrical or lighting poles.

0006 Can we use the access road along the perimeter fence while performing this contract?

Yes, the access road located next to the perimeter fence can be used during construction. The contractor will be responsible for repairing any damage caused by their work and restoring the road to its original condition or better before the government approves the project.

0007 Can a KTR work outside the military installation while performing the work of this contract? Due to the on-going construction of the perimeter road, there is little to no space to work on the proposed perimeter wall.

This request cannot be answered in preaward but will be considered in postaward if requested by the contract awardee. For bidding purposes, Contractors shall consider coordination requirements for working in the same area as the on-going construction to include scheduling and phasing of this project's requirements at a minimum.

0008 Part 3 Section 4 The requirement is to always provide three different people on-site during production. Will the USG require a different set of key personnel if the work location is separate? In our understanding, key personnel are assigned per contract, not per location. Additionally, the USG can only approve one primary Superintendent, QCM, and SSHO per contract.

Yes. Additional key personnel are required.

Amendment 0002: Part 3, Section 4.1 was revised to add statement "Provide Dedicated Superintendent, Dedicated Quality Control Manager, and Dedicated Site Safety Health Officer (3 different people on site during production at all times) for CLIN 0003: BASE BID ITEM 0003 – CONSTRUCTION OF REINFORCED CONCRETE ACCESS ROADS in addition to the key personnel required above"

0009 During the site visit, ponding at the proposed ECP location was evident due to the contractor's design of the perimeter road. Can we request the design of the perimeter road contractor to understand the storm water impact of it on this new requirement?

This request will be considered in poastaward if requested by the contract awardee.

0010 Will the new perimeter wall follow the path of the existing fence? Yes, the new perimeter wall will be aligned with the existing fence line.

Amendment 0002: RFP Part 3, Section 3.1, paragraph 2 has been revised to read: The new perimeter wall will be built along the same line as the current chain-link fence that will be removed. It will extend from the GPS coordinates 14°59'51.50"N, 120°29'58.95"E to 14°59'30.85"N,120°30'18.72"E.

SOURCE SELECTION INFORMATION - SEE FAR 2.101 AND 3.104

N62742224R6720_0002 Attachment 1.

Question No. Reference (Sect/Para/Page) QUESTION GOVERNMENT RESPONSE 0011 If there is a delay due to the performance of the other contractor, is the

KO willing to negotiate to extend the time and possibly increase the contract cost because of this issue? The current perimeter road contract is within the work area of the proposed ECP and perimeter wall.

Contractors shall consider coordination requirements for working in the same area as the on-going construction to include scheduling and phasing of this project's requirements at a minimum.

References to DPWH were remove from Part 3 and Part 4.

Amendment 0002: RFP Part 3, Section 6, Subsection G2010, Article g. was revised to read "Construction methods shall conform to Part 3, Section 2.1 APPLICABLE CODES AND STANDARDS indicated therein";

RFP Part 4, Section G201001 was revised to read "Prepare subgrade in accordance with Section G10, Site Preparation. Use geotextiles for separation or reinforcement in accordance with manufacturer's instructions. Provide base course under paved areas in accordance with Part 3, Section 2.1 APPLICABLE CODES AND STANDARDS.

Place base course in accordance with Part 3, Section 2.1 APPLICABLE CODES AND STANDARDS in layers of equal thickness with no compacted layer more than 6 inches (150

mm) thick. Compact base course at optimum moisture content to 100 percent ASTM D 1557 maximum dry density.

Where specifications of Part 3, Section 2.1 APPLICABLE CODES AND STANDARDS are not available or applicable, the Designer of Record must utilize the UFGS Specification Sections applicable. Submit these specifications in edited form as a part of the design submittal for the project)";

RFP Part 4, Section G201002 was revised to read "Provide concrete curbs and gutters in accordance with Part 3, Section 2.1 APPLICABLE CODES AND STANDARD. Where the Host Nation Standard (HNS) do not include concrete materials for curbs and gutters, provide concrete in accordance with Part 3, Section 2.1 APPLICABLE CODES AND STANDARD for a minimum compressive strength at 28 days of 3500 psi (25 MPa) concrete";

RFP Part 4, Section G201003, Subsection 1, para 1 was revised to read "PAVEMENT DESIGN. Provide Portland cement concrete pavement, minimum of 200 mm thick. Provide geometric and pavement design, including minimum pavement sections (if greater than 200 mm), in accordance with Part 3, Section 2.1 APPLICABLE CODES AND STANDARD.

Provide any required additional pavement design to provide a complete and useable facility";

and

RFP Part 4, Section G201003, Subsection 3, para 1 was revised to read "JOINTS FOR PORTLAND CEMENT CONCRETE PAVEMENT. Provide joints in accordance with Part 3, Section 2.1 APPLICABLE CODES AND STANDARD and UFC 3-250-01, Pavement Design for Roads and Parking Areas. Install joints in a manner and at such time to prevent random or uncontrolled cracking. Locate joints to form a regular rectangular pattern. Wherever curved pavement edges occur, make joints to intersect tangents to curve at right angles"

Provide base course under paved areas in accordance with the applicable IBC or DPWH requirements whichever is more stringent. If the requirement is to provide either IBC or DPWH, will the USG still require UFGS or UFC specs? The RFP already calls for either IBC or DPWH, whichever is more stringent; how can the USG require UFGS or UFC? If so, why does the RFP explicitly requires local codes if UFGS or UFC applies?

G201001 BASES &

SUBBASES

N62742224R6720_0002 Attachment 1.

Question No. Reference (Sect/Para/Page) QUESTION GOVERNMENT RESPONSE 0014 G201002 CURBS & GUTTERS Provide concrete curbs and gutters in accordance with the Host Nation

Standards (HNS), i.e. Department of Public Works and Highways (DPWH) Standards. If the RFP calls for the HNS, can this be contradicted by UFGS or UFC? If so, why does the RFP explicitly requires local codes if UFGS or UFC applies?

Refer to answer to #13.

0015 G201003 PAVED SURFACES Provide PCC IAW DPWH. If the RFP calls for the DPWH standard, can this be contradicted by UFGS or UFC? If so, why does the RFP explicitly require local codes if UFGS or UFC applies?

Refer to answer to #13.

0016 G2010.g PAVED ROAD Construction methods shall conform to the requirements of DPWH Standard Specifications for Highways and Bridges and in accordance with the Guide Specifications indicated therein. If the RFP calls for the DPWH standard, can this be contradicted by UFGS or UFC? If so, why does the RFP explicitly require local codes if UFGS or UFC applies?

Refer to answer to #13.

Yes. 90days for design apply to every CLIN while performance period of CLIN0004 is concurrent with the Base Bid Item 0001, not to exceed contract completion date.

Amendment 0002: RFP Part 3 Section 1, para 8 was revised to read "...CLIN0002, Base Bid Item 0002: CONSTRUCTION OF REINFORCED CMU PERIMETER WALL WEST OF GATE 25 - 340 calendar days CLIN0003, Base Bid Item 0003: CONSTRUCTION OF REINFORCED CONCRETE ACCESS ROADS - 340 calendar days CLIN0004, Option Item 0001: CONSTRUCTION OF ADDITIONAL REINFORCED CMU PERIMETER WALL WEST OF GATE 20 - 210 calendar days, concurrent with the Base Bid Item 0001, not to exceed contract completion date..."; and

RFP Part 3, Section 4 was revised to read

CLIN 0001: BASE BID ITEM 0001 – CONSTRUCTION OF ECP AND REINFORCED CMU

PERIMETER WALL, EAST OF GATE 25

PoP: 340 calendar days

CLIN 0002: BASE BID ITEM 0002 – CONSTRUCTION OF REINFORCED CMU

PERIMETER WALL, WEST OF GATE 25

PoP: 340 calendar days

CLIN 0003: BASE BID ITEM 0003 – CONSTRUCTION OF REINFORCED CONCRETE

ACCESS ROADS

PoP: 340 calendar days

CLIN 0004: OPTION ITEM 0001 – CONSTRUCTION OF ADDITIONAL REINFORCED

CMU PERIMETER WALL, WEST OF GATE 20

PoP: 210 calendar days, concurrent with the Base Bid Item 0001, not to exceed contract completion date CLIN 0005, Option Item 0002: CONSTRUCTION OF ADDITIONAL GATE, WEST OF GATE 25 - 210 calendar days, concurrent with the Base Bid Item 0001, not to exceed contract completion date"

The final design must be submitted to the USG 60 days after the contract award. In addition, the AFP has 30 calendar days to review and accept it.

The total duration of the design phase is 90 calendar days. Does the 90 calendar days apply to every CLIN? For example, CLIN 0004 has 120 calendar days to complete minus 90 days for design, Does the USG expect the KTR to finish CLIN 0004 within 30 days?

Part 3 section 4.20017

N62742224R6720_0002 Attachment 1.

Question No. Reference (Sect/Para/Page) QUESTION GOVERNMENT RESPONSE 0018 Section 5.1.3 /Paragraph item letter n/page 9 of 21 For clarification, the building must be built with the potential to run only on a generator supplied by the government, equipped with an external generator connection and MTS. Could you please clarify if the generator will be provided by the contractor? and what are the fuel tank requirements and generator size?

The facility must be built with the capability to run with electric power from the local electric company (SFELAPCO) and also by government-furnished generator.

Per Part 3, Section 5.1.3, Sub-section m states "The facility shall be connected to local electrical utility service provider, SFELAPCO, and shall be metered. Contractor shall provide transformer/s and connection to shore power to include all associated work and a separate meter..."; and Per Part 3, Section 5.1.3, Sub-section n states "n. Building shall be designed and provided with the capability to be powered entirely by a government provided generator and provided with an exterior generator connection station with manual transfer switch and a 6m-by-6m concrete pad for the generator"

0019 Section 5.1.2/Part 3 Utilities/page 8 of 21

For clarification, is the light projection from the perimeter fence lights inside the base boundary or directed towards the highway?

The lighting requirement is for the perimeter fence which is the chain-link fence around the Entry Control Point facility and shall be directed towards the base boundary.

Amendment 0002: RFP, Part 3, Section 5, Sub-Section 5.1.3 ECP and REINFORCED CMU PERIMETER WALL EAST OF GATE 25 - has been revised by adding "s. Provide chain-link fence around ECP topped with razor wire to enhance security. Provide 3m-high by 300m-long by 5cm mesh galvanized with steel posts set in concrete. The fence shall be away from the exterior building walls per UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings. Provide one (1) two-leaf swing gate parallel to Gate 25. Please refer to the conceptual drawing in Part 6, Attachment 3.";

Additionally, Part 6, Attachment 3 has been revised by adding conceptual drawing of the chain-link fence.

0020 Part 3, Sect. 5.1.2 Para. a., Page

Can you please provide details on the tapping point of the High Voltage Incomer and its nominal voltage?

The electrical connection point is located at GPS coordinate 14°59'29"N, 120°30'18"E. It provides single-phase power at 230 volts.

Amendment 0002: RFP Part 3, Section 3.1, para 1 was revised to read "The entry control point is located near the perimeter wall in Basa Air Base, Floridablanca, Pampanga, Philippines with GPS coordinate 14°59'31.36"N and 120°30'15.46"E. The project is located at the Gate no 25 (see Part 6, Attachment 1, Photo 1). The site is made up of clay soil, existing concrete road, and existing dirt road. The area is muddy during rainy season and there are patches of water along the existing dirt road. There are trees that shall be cut by the contractor prior to start of construction. The existing road between GPS coordinates 14°59'34.95"N, 120°30'13.49"E and 14°59'29.18"N, 120°30'18.19"E will be paved with concrete. The electrical connection point shall be GPS coordinate 14°59'29"N, 120°30'18"E (Please refer to Part 6, Attachment 1, Photo 8)."

N62742224R6720_0002 Attachment 1.

Question No. Reference (Sect/Para/Page) QUESTION GOVERNMENT RESPONSE 0021 Part 3, Sect. 5.1.2 Para. b., Page

What is the total KVA rating of the transformer(s) or transformer bank? This is a design-build contract. The Contractor and its designer of record (DOR) shall be responsible for design including electrical design plans.

Part 2, Section 5, states "Designate a lead licensed engineer or architect to be responsible and in charge to coordinate the design effort of the entire project. This lead engineer or architect shall coordinate all design segments of the project to ensure consistency of design across all design disciplines"; and "e. Drawings and Specifications: The Contractor is encouraged to make product, material, and system selections during the design phase and indicate these choices on the design documents"

0022 Part 1, Section 00 10 00, ITEM NO 0004 OPTION, Page 5 of

It has been noted that an additional reinforced CMU perimeter wall will be constructed west of Gate 20. Please provide the coordinates of Gate 20 and a picture of it, as this information was not provided from the RFP.

We were unable to visit the site during the Pre-Proposal Site Visit (PPSV) on August 8, 2024.

Gate 20 is located in the vicinity of (IVO) 15° 0'1.75"N, 120°29'43.30"E.

Amendment 0002: RFP, Part 6, Attachment 1, was revised to add Photo 7 showing Gate 20.

0023 Part 3, Sect. 3.1, Para. 2, Page

Part 6, Attachment 1, Photo 2, Part 6, Attachment 2, Photo 1, It states that the GPS coordinates of the Perimeter Wall are 14°5'9.44"N (latitude) and 121°8'20.88"E (longitude).

We would like to request clarification regarding these coordinates. When plotted on Google Earth (see attachment), the point is located in the vicinity of Tanauan City, Batangas, which is approximately 122 kilometers from the existing perimeter wall near 14°59'51.50"N, 120°29'58.95"E.

The new perimeter wall will be built along the same line as the current chain-link fence that will be removed. It will extend from the GPS coordinates 14°59'51.50"N, 120°29'58.95"E to 14°59'30.85"N,120°30'18.72"E.

Amendment 0002: RFP Part 3, Section 3.1, Para 2 was revised to read, The new perimeter wall will be built along the same line as the current chain-link fence that will be removed. It will extend from the GPS coordinates 14°59'51.50"N, 120°29'58.95"E to 14°59'30.85"N,120°30'18.72"E.

Amendment 0002: Part 6, Attachment 1, Photo 2 description has been revised to read: Photo 2:

The new perimeter wall shall be constructed from 14°59'51.50"N, 120°29'58.95"E to 14°59'30.85"N,120°30'18.72"E.

N62742224R6720_0002 Attachment 1.

Question No. Reference (Sect/Para/Page) QUESTION GOVERNMENT RESPONSE 0024 Part 3, 3.1 Existing Site

Conditions, Paragraph 1, Page 3 of 21

Part 6, Photo 1, Page 2 of 34

Part 3, Sect. 1, Para. 2, Page 1 of 21

Part 6, C-001 Site Plan, Page 11 of 34

The GPS coordinates provided for ECP in Part 3, 14°59'31.36"N 120°30'15.46"E, is one of the boundary points provided in Part 6, Attachment, Photo 1.

It is mentioned that the Canopy Area/Guard Booth (ECP) should be situated around 75 meters from the current Gate No. 25. However, the layout provided in Sheet C-001 does not include any coordinates of the structure to confirm its position on-site.

During the site visit, the proposed structure appeared to be intended for construction near the corner/Gate 25, opposing to the information provided in the RFP.

Therefore, we request clarification on whether the 75-meter distance is a direct (linear) measurement or a distance measured along the path of the proposed road. Alternatively, could you please provide the coordinates for the structure? This information would be greatly appreciated.

The ECP shall have canopy at the search area and a guard booth IVO GPS coordinates 14°59'31.54"N,120°30'17.03"E located about 75m away from existing Gate no 25.

Per Part 3, Section 5.1.3.c, the existing guard booth and metal gate at the gate 25 shall be removed and disposed offsite.

Per Part 3, Section 5.1.3.k, the existing gate at post 25 will be replaced with a new horizontal slide gate.

Amendment 0002: Per Part 3, Section 1, paragraph 1, sentence 1 has been revised to read: The ECP shall have canopy at the search area and a guard booth IVO GPS coordinates 14°59'31.54"N,120°30'17.03"E located about 75m away from existing Gate no 25.

N62742224R6720_0002 Attachment 1.

Question No. Reference (Sect/Para/Page) QUESTION GOVERNMENT RESPONSE

0026 Part 3, 1. Project Description, Paragraph 2, Page 1 of 21

Part 6, C-001 Site Plan, Page 11 of 34

In the description of this project, the only works regarding the perimeter fence for this solicitation is only about the replacement of the existing 950m perimeter fence near/in parallel to the road.

However, in Sheet C-001, there is another proposed fence indicated. This proposed fence (presented in green line) shows that the contractor has to install another fence in parallel to the proposed road/PCC.

Thus, we would like to clarify, if the fence indicated is not the 400m CMU perimeter wall construction from CLIN 0004, is the fence indicated in Sheet C-001 to be included in this solicitation? If yes, how long is the proposed perimeter fence at the west of the gate and the proposed fence from Gate (opposite of gate no. 25) to Gate No. 25.?

Refer to answer to #0025.

The project description only addresses the replacement of existing metal gates at Gate No. 25 with a new, manually operated, single-cantilevered horizontal slide gate.

However, Sheet C-001 indicates another gate parallel to Gate No. 25. A site visit revealed no gate currently installed in this area.

We request clarification on whether gate construction is necessary for this solicitation. Is this the Gate 20 referenced in the RFP? If not, and a gate is required, please specify the necessary distance between this gate and Gate No. 25.

Part 3, Sect. 1, Para. 2, Page 1 of 21

Part 6, C-001 Site Plan, Page 11 of 34

0025 On Sheet C-001, the gate parallel to Gate No. 25 is not Gate 20. Gate 20 is located northwest of the base at GPS coordinates 15° 0'1.75"N, 120°29'43.30"E.

Construction of the new secondary gate shown in Sheet C-001 is required and shall be a minimum of 75m meters from Gate 25.

The proposed fence represented in green line is not the same and separate from the 400m CMU required by CLIN 0004.

The proposed fence represented in green line is described in Part 3, Section 5, subsection 5.1.3., item s. in Amendment 0002.

Amendment 0002: RFP Part 3, Section 5, Subsection 5.1.3 was revised to add "s. Provide minimum of 350m chain-link fence around ECP topped with razor wire to enhance security.

Provide 3m-high by 300m-long by 5cm mesh galvanized with steel posts set in concrete. The fence shall be away from the exterior building walls per UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings. Provide one (1) two-leaf swing gate parallel to Gate 25 and about 75m away from Gate 25. Please refer to the conceptual drawing in Part 6, Attachment

3. Please refer to the conceptual drawing in Part 6, Attachment 3. Sheet C-0001 (identified as PROPOSED FENCE, marked in green color) and Sheet C-101";

RFP Part 3, Section 6, Sub-section G2040 was revised to read "G204008 PERIMETER WALLS

AND FENCE

Provide hot-dipped galvanized, V-shaped or double-extension, and with hot-dipped galvanized concertina mounted blade wire shall be provided on top of the CMU wall.

Provide 3m-high hot-dipped galvanized chain-link fence with one (1) two-leaf swing gate.

Provide 3m-high hot-dipped galvanized braced or corner panel. Provide 4in-diameter hot-dipped galvanized post. Provide hot-dipped galvanized double arm extension, and concertina wire.

Provide grounding."; and RFP Part 6, Attachment 3 was revised to add drawing Sheet C-101, conceptual drawing of chain-link fence with gate.

N62742224R6720_0002 Attachment 1.

Question No. Reference (Sect/Para/Page) QUESTION GOVERNMENT RESPONSE 0027 Part 3, Sect. 2, Para. (2), Page 2 of 21

Part 6, Attachment 1, Page 3 of

Sheet ID C-001.

As shown in Photo 5 and Sheet ID C-001, there are three perimeter walls in the drawings. Only the perimeter wall along the road has a specified distance.

Therefore, we would like to request the location points and length of the other two perimeter walls.

Refer to answer to #0025.

0028 Part 6, Attachment 1, Page 3 of

In Photo 5, there are sheets indicated for our reference however some of these sheets were not included in the attachments of Part 6. Thus, we would like to request Sheets C-402 and C-403, which are not included in the RFP.

There is no Sheet C-402 or Sheet C-403 to provide. Part 6, Attachment 1, Photo 5 description says "Photo 5: Site Development Plan of Entry Control Point." There is no reference to any sheets.

0029 Part 3, 1. Project Description, Paragraph 3, Page 1 of 21

Part 6, Attachment 2, Page 6 of

It is stated that the "…perimeter wall shall be a minimum of 2.5m high measured from the finished road level (FRL) of the highway road..."

We would like to know the actual elevation of the National Road (or the Finish Road Level/FRL) and the lower natural grade of the existing chain-link fence on the east and west of Gate no. 25.

About 100m long of existing fence have its base elevation 500mm lower than the finished road level (FRL) of the highway road.

Amendment 0002: RFP Part 3, Section 3.1, para 2 was revise to read "The new perimeter wall will be built along the same line as the current chain-link fence that will be removed. It will extend from the GPS coordinates 14°59'51.50"N, 120°29'58.95"E to 14°59'30.85"N,120°30'18.72"E. The project is located parallel to the highway road (see Part 6, Attachment 1, Photo 2). The site is made up of clay soil. The area is muddy during rainy season and there are patches of water along the existing dirt road. The project site is grassy that shall be cut by the contractor prior to start of construction. About 100m long of existing fence have its base elevation 500mm lower than the finished road level (FRL) of the highway road."

0030 Part 3, 1. Project Description, Paragraph 2, Page 1 of 21

It is stated that a "...Road and turning area shall be included which shall have adequate thickness to support vehicles to Class B conditions.." in CLIN 0001. However, it is not mentioned how long or up to what extent/coordinate is the road that we have to design for CLIN 001.

GPS coordinate of the road to be concreted is from 14°59'34.95"N, 120°30'13.49"E to GPS coordinate 14°59'29.18"N, 120°30'18.19"E. The new concrete road and turning area are as depicted in Part 6, Attachment 3, Sheet C-001.

Amendment 0002: RFP Part 3, Section 3.1, para 1 was revised to add the statement "The existing road between GPS coordinates 14°59'34.95"N, 120°30'13.49"E and 14°59'29.18"N, 120°30'18.19"E will be paved with concrete."

0031 Part 3, 5.2.2 Reinforced CMU Perimeter Wall, Item d, Page 11 of 21

It is stated that the contractor has to "Remove, store, and replace 85m long underground conduits that is in the way of the construction of perimeter wall."

We would like to inquire about the dimensions of this conduit and how the 85m-long underground conduit is oriented on-site. Is the orientation along the existing perimeter fence? or not?

The 85m underground conduit is along the existing perimeter fence per Part 6, Attachment 1, Photo 6.

Amendment 0002: RFP Part 3, Section 5, Subsection 5.2, Article 5.2.2, Item d was revised to read "d. Remove, store, and replace a minimum of 85m long underground conduits along the existing perimeter fence (per Part 6, Attachment 1, Photo 6) that is in the way of the construction of perimeter wall."

0032 Part 3, 5.1.3 ECP and Reinforced CMU Perimeter Wall East of Gate 25, Item l., Page of 21

Part 3, 5.2.2 Reinforces CMU Perimeter Wall, Item j, Page 11 of 21

It is stated that the CMU perimeter wall will have a "...continuous reinforced concrete footings and foundations with a minimum of 1m-wide by 450m-thick…"

We would like to clarify if the unit of measure of the thickness for the foundation should be in millimeters (mm) instead of meters (m).

The unit of measure is in milimeters (mm).

Amendment 0002: RFP Part 3, Section 5.1.3, Sub-section l has been revised to read "Provide continuous reinforced concrete footings and foundations with minimum dimensions of 1m-wide by 450mm-thick."

D/B UFC Construction of Entry Control Point, Perimeter Wall, and Access Roads in Basa Basa Air BAse, Floridablanca, Pampanga, Philippines

N6274224R6720_0002 Exhibit D rev.

BILL OF MATERIALS

CLIN0001, Base Bid Item 0001: CONSTRUCTION OF ECP AND REINFORCED CMU PERIMETER WALL EAST OF GATE 25

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

A10 FOUNDATIONS

A1010 Standard Foundations - search area canopy footing (concrete) CM footing (rebar) KG grade beam (concrete) CM grade beam (rebar) KG

A1010 Standard Foundations - guard booth footing (concrete) CM footing (rebar) KG grade beam (concrete) CM grade beam (rebar) KG Foundation - chain link fence footing (concrete) CM footing (rebar) KG

A1030 Slab on Grade - guard booth Slab (concrete) CM Slab (rebars) KG floor moisture barrier SM

A1010 perimeter wall footing / foundation rebar kg form sqm floor moisture barrier SM Pour concrete, 24MPa cu.m

A1010 perimeter wall pedestal rebar kg form sqm Pour concrete, 24MPa cu.m

A1010 CMU grade beam rebar kg form sqm floor moisture barrier SM Pour concrete, 24MPa cu.m

A1010 U/G CMU wall CHB 6"x8"x16", 7MPa sqm Masonry (Rebars) KG CHB Grout Fill CM Masonry wall (plastering) sqm

B10 SUPERSTRUCTURE

Search area canopy Column - structural steel kg Beam - structural steel KG Purlins - structural steel KG Accessories KG Guard Booth Columns (concrete) CM Columns (rebars) KG Structural Frames (concrete Beam) CM Structural Frames (beam rebars) KG Forms and Scaffoldings SM roof deck (concrete) CM roof deck (rebar) KG lintel (concrete) CM lintel (rebar) KG Chain-link fence hot-dipped galvanized steel posts kg hot-dipped galvanized braces kg hot-dipped galvanized mesh kg

B1010 perimeter wall columns rebar kg form sqm Pour concrete, 24MPa cu.m

B20 EXTERIOR CLOSURE

B2010 Exterior Walls

CHB Grout Fill CM Masonry (Rebars) KG CHB 8", 7MPa SM Painting Skim Coat SM Plastering SM Top Coat (2 coats ) SM

B2020 Exterior Windows General Area - Windows (aluminum framed sliding, glass) and hardware with screens; 1.2m x 1.6m (powder coated) EA

B2030 Exterior Doors metal door panel with door closer and lockset on 2"x4" galvanized door jamb (paint finished. set

LEVEL 2 GROUP ELEMENTS QUANTITY MATERIAL COST LABOR COST ENGINEERING ESTIMATE

Level 3 Element

N6274224R6720_0002 Exhibit D rev.

B2010 perimeter wall CHB 6"x8"x16", 7MPa sqm Masonry (Rebars) KG CHB Grout Fill CM Masonry wall (plastering) sqm

B30 ROOFING

B3010 Roof Coverings & Roof Drains

Steel Roof Structure SM Roofing, Cliplock type, including accessories SM Insulation, Rockwool SM

C30 INTERIOR FINISHES

C3010 Wall Finishes guard booth - paint

Skim Coat SM Plastering SM Top Coat (2 coats ) SM

C3020 Floor Finishes guard booth - sealed concrete SM

C3030 Ceiling Finishes guard booth - paint

Skim Coat SM Plastering SM Top Coat (2 coats ) SM

D30 HVAC

D3030 Cooling Generating Systems

Ceiling fans EA window type AC EA

D40 FIRE PROTECTION

D4090 Other Fire Protection Systems portable fire extinguisher SM

D50 ELECTRICAL

D5010 Electrical Service and Distribution

Rough ins SM Wiring SM Panel boards and circuit breakers Lot Transformer incl. accessories EA Electrical connection to base SM

D5020 Lighting & Branch Wiring Lights, fixures and wiring devices - include perimeter lighting SM

D5090 lightning arrester set D5010 Electrical Service & Distribution grounding SM Remove, store, and replace of existing UG electrical line SM

F10 Special Construction F1010 perimeter wall accessories blade wire, hot dipped galvanized kg double extension arm, hot-dipped galvanized ea Steel gate, manually slide ea Chain-link fence accessories blade wire, hot dipped galvanized kg double extension arm, hot-dipped galvanized ea two-leaf Gate ea

Table 2: SITEWORK

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

G10 SITE PREPARATION

G1010 Site Clearing

Clearing, grubbing and Tree Cutting SM G1030 Site Earthwork

Excavation CM Backfilling and Compaction CM

G20 SITE IMPROVEMENTS

Road (concrete) CM Road (rebar) KG forms sqm compacted gravel CM

X FIELD REQUIREMENTS, OFFICE OVERHEAD & PROFIT

X10 Field Requirements

Mobilization / Demobilization LS Predesign surveys, capability assessment, etc LS Detailed Engineering Design Package, and Project Management LS

X20 Office Overhead TempFacil, permits, and utilities months LS

CLIN0001 Total

CLIN0002, Base Bid Item 0002: CONSTRUCTION OF REINFORCED CMU PERIMETER WALL WEST OF GATE 25

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

A10 FOUNDATIONS

A1010 Standard Foundation perimeter wall foundation

Level 3 Element

LEVEL 2 GROUP…