N6274224R6720 Amd 0001 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 0001 begins on the next page.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 10

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

23-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 0001 PPIS & SOW

The following changes will be considered part of this solicitation:

A. Proposal due date is hereby changed from 26 August 2024 to 28 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 0001

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. On Page 2 of 21, Sec. 1, para 8

Change from:

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

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

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

To:

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

3. On Page 2 of 21, Sec. 1, para 8 Add:

CLIN0005, 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

4. On Page 3 of 21, Sec. 3.1, para 1 Revise:

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 to be concreted shall be from GPS coordinate 14°59'34.95"N, 120°30'13.49"E to GPS coordinate 14°59'29.18"N, 120°30'18.19"E. The electrical tapping point shall be GPS coordinate 14°59'29"N, 120°30'18"E (Please refer to Part 6, Attachment 1, Photo 8).

5. On Page 2 of 21, Sec. 3.1, para 2

The perimeter wall is in Basa Air Base, Floridablanca, Pampanga, Philippines with GPS coordinate 14° 5'9.44"N and 121° 8'20.88"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.

The perimeter wall is in Basa Air Base, Floridablanca, Pampanga, Philippines with GPS coordinate 14°59'34.95"N and 120°30'13.49"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 existing fence have its base’s elevation lower than the finished road level (FRL) of the highway road by 500mm.

6. On Page 5 of 21, Sec. 4

CLIN 0001: BASE BID ITEM 1 – CONSTRUCTION OF ECP AND PERIMETER WALL, EAST OF

GATE 25

PoP: 340 calendar days

CLIN 0002: BASE BID ITEM 2 – CONSTRUCTION OF REINFORCED CMU PERIMETER WALL,

WEST OF GATE 25

PoP: 248 calendar days

CLIN 0003: BASE BID ITEM 3 – CONSTRUCTION OF REINFORCED CONCRETE ACCESS ROADS

PoP: 218 calendar days

CLIN 0004: OPTION ITEM 1 – CONSTRUCTION OF ADDITIONAL PERIMETER WALL, TO THE

LEFT OF GATE 20

PoP: 120 calendar days

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

7. On Page 6 of 21, Sec. 4.1

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.

8. On Page 14 of 21, Sec. 5

5.5 CLIN0005, Option Item 0002: CONSTRUCTION OF ADDITIONAL GATE, WEST OF GATE 25

Provide one (1) two-leaf swing gate with GPS coordinate 14°59'34.33"N-Latitude, 120°30'13.66"E to GPS coordinate 14°59'34.88"N-Latitude, 120°30'14.15"E-Longitude. The gate shall be in line with the chain-link fence of CLIN0001 that encloses the ECP facility. Please refer to the conceptual drawing in Part 6, Attachment 3.

9. On Page 7 of 21, Sec. 5, Sub-sec. 5.1

CLIN0001, Base Bid Item 0001: CONSTRUCTION OF ECP AND PERIMETER WALL TO THE RIGHT

OF GATE 25

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

WALL, EAST OF GATE 25

10. On Page 8 of 21, Sec. 5, Sub-sec. 5.1.3, Article k

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

Design and construct new gate at post 25 to enhance security in the area. The new gate shall be manually operated with a single-cantilevered horizontal slide gate.

11. On Page 8 of 21, Sec. 5, Sub-sec. 5.1.3

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. On Page 9 of 21, Sec. 5, Sub-sec. 5.1.3, Article h

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

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

13. On Page 8 of 21, Sec. 5, Sub-sec. 5.1.3, Article l

…Provide continuous reinforced concrete footings and foundations with a minimum dimension of 1m-wide by 450mm-thick…

14. On Page 10 of 21, Sec. 5, Sub-sec. 5.2

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

15. On Page 10 of 21, Sec. 5, Sub-sec. 5.2, Article 5.2.2, Item d.

Remove, store, and replace 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.

16. On Page 11 of 21, Sec. 5, Sub-sec. 5.3

CLIN0003, Base Bid Item 0003: CONSTRUCTION OF REINFORCED CONCRETE OPERATION

AREA ROADS.

CLIN0003, Base Bid Item 0003: CONSTRUCTION OF REINFORCED CONCRETE ACCESS ROADS.

17. On Page 11 of 21, Sec. 5, Sub-sec. 5.3.2

REINFORCED CONCRETE OPERATION AREA ROADS

REINFORCED CONCRETE ACCESS ROADS

18. On Page 20 of 21, Sec. 6, Sub-sec. G2010, Article g

Change from:

Construction methods shall conform to the requirements of DPWH Standard Specifications for Highways and Bridges and in accordance to Guide Specifications indicated therein.

Construction methods shall conform to Part 3, Section 2.1 APPLICABLE CODES AND STANDARDS indicated therein.

19. On Page 20 of 21, Sec. 6, Sub-sec. G2040

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.

20. On Page 20 of 21, Sec. 6, Sub-sec. G204001

Provide two (2) new steel swing gates. 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.

Provide 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.

PART 4

MINIMUM MATERIALS, ENGINEERING AND CONSTRUCTION REQUIREMENTS

21. On Page 13 of 19, Section G201001

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.

Place base course in accordance with the DWPH standard 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 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)

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)

22. On Page 14 of 19, Section G201002

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

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.

23. On Page 14 of 19, Section G201003, Subsection 1, para 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. Provide any required additional pavement design to provide a complete and useable facility.

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.

24. On Page 14 of 19, Section G201003, Subsection 3, para 1

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

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.

PART 6

ATTACHMENTS

25. On Page 2 of 34, Attachment 1

Photo 2: Project location map of perimeter wall with GPS coordinate 14° 5'9.44"N (Latitude) and 121° 8'20.88"E (Longitude)

Photo 2: Project location map of perimeter wall with GPS coordinate 14°59'34.95"N (Latitude) and 120°30'13.49"E (Longitude)

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

27. On Page 17 of 34, Part 6 Attachment 3 - Add conceptual design

C. The following attachments are incorporated to the RFP.

- Amendment 0001 Attachment 1. PPIs and Answers

- Exhibit D. - Revised BOQ

D. All other terms and conditions remain the same.

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 26-Aug-2024 11:00 AM to 28-Aug-

2024 11:00 AM.

CLIN 0005 is added as follows:

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

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.

FOB: Destination

NET AMT

The following Delivery Schedule item for CLIN 0002 has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

248 dys. ADC 1 NAVFAC PACIFIC SITE PHILIPPINES

CAMP AGUINALDO

MANILA PHILIPPINES

63 2 912 2423 EXT. 308

N62742

CAGE

340 dys. ADC 1 NAVFAC PACIFIC SITE PHILIPPINES

CAMP AGUINALDO

MANILA PHILIPPINES

63 2 912 2423 EXT. 308

The following Delivery Schedule item for CLIN 0003 has been changed from:

CAGE

218 dys. ADC 1 NAVFAC PACIFIC SITE PHILIPPINES

CAMP AGUINALDO

MANILA PHILIPPINES

632 301 2000 EXT. 5760

CAGE

340 dys. ADC 1 NAVFAC PACIFIC SITE PHILIPPINES

CAMP AGUINALDO

MANILA PHILIPPINES

632 301 2000 EXT. 5760

The following Delivery Schedule item for CLIN 0004 has been changed from:

CAGE

120 dys. ADC 1 NAVFAC PACIFIC SITE PHILIPPINES

CAMP AGUINALDO

MANILA PHILIPPINES

632 301 2000 EXT. 5760

CAGE

210 dys. ADC 1 NAVFAC PACIFIC SITE PHILIPPINES

CAMP AGUINALDO

MANILA PHILIPPINES

632 301 2000 EXT. 5760

The following Delivery Schedule for CLIN 0005 has been added:

CAGE

210 dys. ADC 1 NAVFAC PACIFIC SITE PHILIPPINES

CAMP AGUINALDO

MANILA PHILIPPINES

632 301 2000 EXT. 5760

SECTION 00 70 00 - CONDITIONS OF THE CONTRACT

The following Acceptance/Inspection Schedule was added for CLIN 0005:

INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

N/A N/A N/A Government

(End of Summary of Changes)