Solicitation - W90VN625RA003.pdf

(See ).

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair) IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

9. FOR

INFORMATION CALL:

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid and "bidder".

SOLICITATION

1. SOLICITATION NUMBER

5. REQUISITION/PURCHASE REQUEST NUMBER

CODE

6. PROJECT NUMBER

8. ADDRESS OFFER TO

4. CONTRACT NUMBER

7. ISSUED BY

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date)

11. The contractor shall begin performance within

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES", indicate within how many calendar days after award in Item 12b.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and

b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

d. Offers providing less than

STANDARD FORM 1442 (REV. 12/2022)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d) calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

is, is not required.

local time containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes copies to perform the work required are due at the place specified in Item 8 by (hour) award, YES NO notice to proceed. This performance period is mandatory negotiable.

calendar days and complete it within calendar days after receiving

a. NAME b. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

12b. CALENDAR DAYS

2. TYPE OF SOLICITATION

SEALED BID (IFB)

INVITATION FOR BID

NEGOTIATED (RFP)

REQUEST FOR PROPOSAL

3. DATE ISSUED PAGE OF PAGES

AWARD (To be completed by Government)

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement by the Government in writing within stated in Item 13d. Failure to insert any number means the offeror accepts the minimum in Item 13d.)

OFFER (Must be fully completed by offeror)

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT

NUMBER

DATE

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

CODE FACILITY CODE

15. TELEPHONE NUMBER (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14.)

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print)

21. ITEMS ACCEPTED:

22. AMOUNT

26. ADMINISTERED BY

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print)

31c. DATE

STANDARD FORM 1442 (REV. 12/2022) BACK

31b. UNITED STATES OF AMERICA

BY

31a. NAME OF CONTRACTING OFFICER (Type or print)

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30b. SIGNATURE 30c. DATE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

copies to issuing office.) Contractor agrees to furnish

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

23. ACCOUNTING AND APPROPRIATION DATA

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO THE UNITED STATES

CODE AT

27. PAYMENT WILL BE MADE BY

10 U.S.C. 3204(a) ( ) 41 U.S.C. 3304(a) ( )

20b. SIGNATURE 20c. OFFER DATE

Section A - Solicitation/Contract Form

CONSTRUCT COVERED AGE STORAGE ON THE CONCRETE PAD FAC #1643

Product Service Code: Y1BZ

W90VN625RA003

Section B - Supplies or Services & Prices or Costs

Additional Information/Notes

Item Supplies/Service Quantity Unit Unit Price Amount

CONSTRUCT COVERED AGE STORAGE ON THE

CONCRETE PAD FAC #1643

Magnitude of Project value: Between $500,000 and $1,000,000

Product Service Code: Y1BZ Pricing Arrangement: Firm Fixed Price

1 Job

WAR HAZARD: Cost for War Hazard Losses is Zero (0).

Product Service Code: Y1BZ Pricing Arrangement: Firm Fixed Price

1 Job

Section C - Description/Specifications/Statement of Work

STATEMENT OF WORK

SMYU 25-1060 CONSTRUCTCOVERED AGE STORAGE OSAN AB, ROK

1. GENERAL: Thework to be performed for completion of this Work Plan projectshall be as described in general below.

1.1 The contractor shall provide all labor, tools, equipment, supplies, and any other resources necessary to accomplish the scope of work contained herein and as included in the drawings and specifications.

1.2 All work shall be completed IAW specifications and standards referenced in section 3 and drawings associated with this project.

1.3. Contract Type: This project is an individual Work Plan Task Order under the Multiple Award Task Order Contract (MATOC) issued by the 411th CSB, Korea. Work Plan task order is defined as a contract in which the Government provides 30% of the concept design, and the contractor is responsible for completing and submitting100% of the design submittals. The contractor shall submit the following proposal submittals for technical evaluation by the Government during the RFP period.

Additionally, the awarded contractor shall perform and submit a final soil bearing test to demonstrate the soil's bearing capacity, including analysis and interpretation of the test results and foundation design if the shallow foundation is deemed suitable for the facility. If it is not, the contractor shall submit a new design according to bearing test results. the soil

1.3.1. Design Data for Technical Evaluation (Technical Evaluation Factor):

1.3.1.1. Submittal Drawings (Sub-Factor #1): Provide proposal drawings with dimensions, including the following: Foundation /ground floor framing plan, Foundation detail (base plate plan/section, footing plan/section), Concrete ditch with steel grating (heavy duty) detail, Steel guard post detail, Framing elevations, Building elevations, Building sections, Steel connection details, Steel structural members list, Roof framing plan, Roof plan, Roof details (SSMR, rake, eave, ridge, valley gutter, gutter, downspout), SSMR system detail isometric diagram, Roof skylight with curb detail. *Please note that any submittal drawings that merely reproduce contract drawings without modifications will be considered technically unacceptable.

1.3.1.2. Design Calculations (Sub-Factor #2): Provide structural design calculations prepared and stamped by a registered professional engineer specializing in structural engineering. These calculations should verify that the facility supplied and any additional framing meet the design conditions and load criteria specified in the O&MA Specification and the contract drawings.

2. SCOPE OF WORKS (SOW):

2.1. ARCHITECTURAL WORKS:

2.1.1. Perform any temporary works required for the facility.

2.1.2. Construct a steel-framed SSMR roofing structure, including footing foundation, as shown in the Government accepted/approved proposal drawing and structural design calculation.

2.1.3. Install skylights on the SSMR roof, including supporting steel members, as shown in the Government accepted/approved drawing. *MFG /Model: KALWALL/S-Lines 2-3/4" (70MM) Skylight system, Color/Finish: EXT- Crystal/ INT-White, ProductNumber: S-420-3A, Standard Unit Sizes: 4'-0" (1,220MM) x 20'-0" (6,096MM), Shoji grid pattern, Standard KCRF Color: bronze#85 (Dark Brown) or approved equal.

2.1.4. All paint/coating applications and color schemes shall comply with the O&MA specification and the Osan AB Architectural Compatibility Plan dated01 January 2022.

2.1.5. Install heavy-duty steel grating-covered concreteditches as shownin the drawing. Use anti-slip designed solid top steel gratings or checker plate gratings designed without any holes, specifically made to prevent oil spillage and chemical liquids from seeping through.

2.1.6. Remove all debris resulting from this project and clean up the job site (Refer to paragraph7. ENVIRONMENTAL REQUIREMENTS, for further details).

3. REFERENCES AND STANDARDS:

3.1. This project shall comply with the "StandardTechnical Specifications and Standard Detail Drawings for OMA Projects, Korea" dated30 November 2015 issued by the Department of the Army, Installation Management Agency, Korea Region Office. The most current specifications (O&MA Specification 2014, Revision-1) and standard drawings are available at the Engineering Flight, 51st Civil Engineer Squadron, Osan AB, Unit 2129, APO AP 96278-2129 and also are located on the Web Page http://www.usfk.mil/Resources/ContractingwithUSFK.

aspx.

3.2. Unified Facility Criteria (UFC): http://www.wbdg.org/ccb/browse_cat.php?o=29&c=4

3.3 Air Force Criteria as published on the Whole Building Design Guide: http://www.wbdg.org/ccb/browse_org.php?o=33

3.4 The project shall comply with "Osan AB Architectural Compatibility Plan dated 01 January 2022".

4. CONSTRUCTION SCHEDULE INFORMATION:

KEY INFORMATION FOR CONSTRUCTION SCHEDULE

Project Site

BLDG

Location or Area

Airfield Area: AGE Concrete PAD FAC#1643

Contract Type

MATOC,

Work Plan

411TH CSB

Performance of Period (PoP) 270 Days

(After NTP issued)

60 Days for Submittal review/approval, TACW/RA and NTP + 90 Days for material procurement + 180 Days for mobilization/construction

Temporary Airfield Required Construction Waiver

(TACW)

Yes If yes, TACW requires minimum 60 days to be approved

Risk Assessment (RA) Required Yes If yes, RA requires minimum 60 days to be approved

Phasing Work Required No If yes, Will be determined at pre-con meeting

Military Training Event Anticipated

Yes Minimum 21 days of Military Training Event anticipated during PoP

Restricted Area Escort Required Yes Open Area #14 & #17 IAW 51FWI31- 101

4.1. Working Hours: All work shall be accomplished in such a manner that minimum inconvenience shall be caused to the Government. All work shall be accomplished during normal duty hours from 0730 to 1630 hours, excluding weekends and Federal holidays. See MATOC sectionH-3 for holiday list. The contractor will only be allowed access to the work area during normal base working hours and when building staff and employees are present. Any requests to work outside of normal working hours must be submitted in writing to the Contracting Officer Representative (COR) at least seven (7) days in advance and approved. The Government reserves the right to change hours of operation due to military training events such as exercises and wing down days. Contractor will be notified 72 hours in advance of any required changes in work schedule.

4.2. Military Training Events are anticipated to occur during the construction period as indicated in Table above. During Training Event, contractor will not be allowed to access the project site. Contractor shall consider these conditions in their proposal. Contractors will be given 72 hours' notice of work stoppage without incurring penalty to the Government.

4.3. Phasing Plan: Phasing plan shall be required for all roadwork projects or anything interfering with operations/large base functions (Airfield, BX, Gym, etc). Specific phasing shall not be pre-determined but contractor shall submit a plan for approval three phases shall waived by the by construction OIC/NCOIC. If required, be planned as a minimum. This minimum can be construction OIC/NCOIC.

4.4 Time on target of the site release date and phasing work plan will be discussed with user and COR at the pre-con meeting after award.

4.5. Due to the mission requirements on the installation, there may be occasional restrictions on normal working hours and site access. Please be aware that site access windows are subject to change without prior notice. Contractors are advised to take this work environment into account when preparing their bids.

4.6. The following shall be submitted via email to the COR within 30 days of project acceptance:

4.6.1. Dates of material/product testing

4.6.2. Requests to operate equipment taller than 20 feet (6 meters) with timeline of use and exact height required

4.6.3. Any period of time contractor will not be conducting work (wet season, pavement curing time, etc.)

4.6.4. Any expected utility outages, road closures, or other impacts on base users that could affect their work

4.6.5. Requests for Information

4.7. Any correspondence sent from COR to Contractor via email shall be replied to within one work week.

4.8. Contractor is not to incur any cost until NTP has been issued. NTP will be issued after TACW, RA, base access and all submittals have been approved.

5. ADDITIONALREQUIREMENTS:

5.1. Site Orientation will be strongly recommended. The contractor acknowledges that it has taken steps reasonably necessary to ascertain the nature and location of the works, and that it has investigated and satisfied itself as to the general and local conditions which can affect the work or its cost IAW FAR 52.236-3. This may include restricted access to the site or a higher standard of site cleanliness.

5.2. Submittals: Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES of O&MA Specs:

5.2.1. All submittals shall be submitted to the contracting officer representative with written confirmation of receipt within 30 days after project acceptance. Any rejected submittal will be re-submitted within 10 days. If any submittal is rejected more than once, the contractor shall meet with the contracting officer representative and project engineer to clarify. Any further rejections of the same submittal shall meet with the same action.

5.3. At least one fluent English speaker must be on the site whenever work is being done; Contractor must be able to communicate with project inspectors at any time during approved working hours. Contractor will have the COR's phone number and shall contact the COR for the following reasons:

5.3.1. Damage caused by Contractor within the installation.

5.3.2. Differing site conditions from Contract documents requiring adjustments.

5.3.3. Any Request for Information (RFI) during project execution.

5.3.4. Changes to project timeline to include weather events, delays in material delivery, or lack of workers shall be relayed to COR within 24 hours.

5.4. Laydown area policy and requirements: Laydown area to be coordinated with construction OIC/NCOIC.

5.5. The contractor shall provide, install, and maintain all necessary signs, lights, flares, barricades, markers, cones and shall take all necessary precautions for the protection and safety of the public and/or military traffic and operations.

5.5.1. The Contractor's Safety Representative shall be contactable and able to arrive on site within two (2) hours of being requested.

5.6. Site Cleanliness: Contractor shall police their trash and clean up their site to the best extent possible at the end of each working day. In addition, Contractor shall maintain clean and orderly storage areas associated with the project.

5.7. When contractors install new underground infrastructures, they shall notify the government before covering excavated area so that 51st CES GeoBase team can collect as-built geo-referenced data.

5.8. Contractor will coordinate with COR for any construction work on the Airfield or within Restricted Areas for access and/or escort requirements. It is common for users to need partial access to the work site during construction. Contractor shall plan work phasing to facilitate ongoing mission execution upon government request.

5.9. The contractor shall be responsible for verifying the location, size and inverts of all existing utilities and shall protect all such utilities at all times, unless otherwise indicated. Existing utilities whether shown on the drawings or not which have been damaged as a result of the construction work, shall be restored immediately to their original or better condition and shall be paid for by the contractor.

5.10. Whenever connections to existing utilities or where new utilities cross existing utilities are shown, the contractor shall carefully expose the utility by hand excavation to verify their locations and depths prior to excavating trenches for the new utility lines.

5.11. Whenever any change in alignment or grade for the proposed utilities are required due to unforeseen conflict with other utilities, the contractor shall inform the contracting officer immediately for remedial action.

5.12. As-Built Drawings: The Government will at its discretion withhold a portion or all of the final payment until the As-Built drawings have been submitted.

5.13. Warranty: Upon completion the base contract, warranty will apply unless a different timeframe is listed in the RFP.

5.14. Final Cleanup: Upon completion of work, work site shall be cleaned of any spills and debris, all Contractor equipment shall be removed, and any restoration efforts made to leave the site in a clean and orderly condition.

6. SECURITY REQUIRMENTS:

6.1. Contractor's personnel or any representative of the contractor entering installation/base shall abide by all security regulations imposed by Installation Commander or Base Commander at all times and shall be subject to security checks.

Contractor's personnel and property shall be subject to search and seizure upon entering the confines of the installation/base, while on, and upon leaving confines of the installation/base.

6.2. The training IWATCH/EAGLE EYES/AT Level I shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 45 calendar days after contract award.

6.3. ALERTS: During military alerts or special operations, the contractor may not be authorized on base or in the worksite.

When the contractor is prohibited from access to the base or work site for one (1) day or less per month, no adjustment in the contract time shall be made. When the contractor is prohibited access for more than one (1) day per month, adjustments shall be made in accordance with applicable clauses of the General Provisions.

6.4. Physical Security: The Contractor shall be responsible for safeguarding all government property provided for Contractor use.

and water turned off, At the close of each work period, government facilities, equipment, and materials shall be secured; lights, adjust heat and air conditioning appropriately, and all doors and windows secured.

6.5. BASE PASSES: The contractor shall be required to obtain base passes to Osan Air Base to perform the requirements of this contract. shall be responsible to submit a base pass request no later than five (5) calendar days after award of this The contractor contract. It should be noted that it can take up to 30 days or more to process base pass paperwork. It shall be the responsibility of the contractor to prepare the necessary base pass paperwork to include USFK Form 82-E, USFK Form 225EK-E, family history register, local register, etc. for each individual requiring access to Osan Air Base. The contractor shall also be authorized to receive vehicle passes for each of the contractor's vehicles used in the performance of the requirements of this contract. It shall be the responsibility of the contractor to prepare the necessary paperwork to include USFK Form 195EK-E, vehicle registration, vehicle insurance, certificate of safety inspection and a copy of driver's license for each vehicle requiring access to Osan Air Base. The contractor shall prepare a cover letter listing each individual, skill, escort privileges, vehicle type, vehicle registration number, etc. The contractor shall also provide the COR with two (2) copies of this request letter, with carbons, to include the top copy with original signatures. Escort privileges will be justified and limited to specific needs for contract completion and at the discretion and approval of the sponsor and requesting authorities identified in Block 13and Section III of the USFK Form 82- E, Application for Installation/Base Access. The contractor shall not be authorized to perform any portion of the contract requirements until such time that the contractor has processed the necessary base pass paperwork for entry onto Osan Air Base.

The COR shall not provide or be responsible to provide the contractor with escorts during performance of any part of this contract. All of the above documents shall be turned in to the COR for processing with the51st Security Forces.

6.6. AT/OPSEC REQUIREMENTS: The contractor and all associated sub-contractors will practice Operations Security. The contractor shall not talk about work outside of the work area nor discuss the work being performed on social media. The contractor shall not take pictures/video (to include operation of dashcams or other recording devices in contractor operated vehicles) inside sensitive locations without prior coordination with the organization's OPSEC representative and contracting officer representative. It will be the responsibility of the contractor to safeguard all documents provided.

Documents will be stored away from view when not being used. Documents, media, drawings, and other associated material that are no longer needed must be destroyed via approved methods.

6.7. Key Control: The Contractor shall establish and implement methods of ensuring that all keys issued are not lost or misplaced and are not used by unauthorized persons.

6.7.1. The Contractor shall immediately report to the COR any occurrences of lost or duplicated keys. The Contractor shall re-key or replace keys or reimburse the government for replacement of locks or re-key as a result of Contractor losing keys. In the event a master key is lost or duplicated, all keys and locks for that system shall be replaced or reimburse the government for replacement of locks or re-key.

7. ENVIRONMENTAL REQUIREMENTS:

7.1. Construction debris and litter from work areas within the construction limits of the project site shall be collected and placed in watertight dumpsters at least weekly regardless of whether the litter was generated by the Contractor, the public, or others. Collected litter and debris shall not be placed in or next to drain inlets, storm water drainage systems or watercourses.

7.2. Solid waste storage areas shall be located at least 15 m (50 ft.) from drainage facilities and watercourses and shall not be located in areas prone to flooding or ponding.

7.3. Place hazardous materials/waste containers in secondary containment. Container to store construction debris has to have water-proof and leak-proof lid.

7.4. The contractor shall submit the HAZMAT information (especially all paints/coating) and AF Form 3952 IAW AFMAN 32- 7002, Chemical Hazardous Material Request Authorization along with a copy of Safety Data Sheet to obtain HAZMAT approval from BEE, Safety, and Environmental Office. All paint products should be lead free.

7.5. For welding and brazing: Perform activities indoors. Cover nearby drain inlets and sweep-up metal particulates after each event.

7.6. The Contractor shall comply with USFK Regulation201-1, Chapter 7, paragraph 7-3.q., specific standards for construction waste. The Contractor shall report the metric tons for construction and demolition (C&D) debris, including cost deposited in a landfill, incinerated, or diverted (recycled), respectively, to Environmental Office thru COR every 30 days for each project site.

The Contractor shall use the C&D container (Roll-Off type) with water-proof lid and keep it always covered except when in use.

7.7. Scrap metal, including metal structures, metal roofs, metal roofing part, metal railings, metal beams, copper pipes and tubing, and HVAC equipment (chillers and boilers etc.), shall be collected by the contractor for disposal and sale through the Osan AB Qualified Recycling Program (QRP) in accordance with DOD Instruction 4715.23, which requires the installation's QRP to receive money through the sale of all installation recyclables. The Contractor shall appropriately segregate and place the scrap metal to the location that QRP manager designates on base. The scrap be segregated and stored by the metal shall contractor for sale through QRP. Reinforcing metal bar in the concrete stuff to be broken on the construction site shall be turned in QRP.

7.8. The contractor shall use lead free coatings and paints. In addition, all surface coating/painting shall be applied by brush or roller. Using spray equipment is prohibited for minimization of air emissions unless otherwise specified or recommended by the paint manufacturer.

7.9. The building contains various of LBP building components. However, removal or replacement is permissible methods of abating lead hazards. Confirmation XRF testing on existing metal roof is not required. If the project includes field activities for repair or repaint such as dry sanding, dry scrapping or abrasive blasting that may disturb existing paint surfaces and release lead paint dust, the presence of LBP for the project areas and methods of abating lead hazards should be confirmed and coordinated with CEIE prior to construction.

7.10. All transformers and electrical equipment shall be properly removed and disposed of IAW USFK Reg 201-1, KEGS.

7.11. The Contractors are prohibited by 10 U.S.C. 2692 from storage, treatment, or disposal of any contractor owned hazardous waste on installation. The Contractors must get approval from HW Program Manager to store Hazardous Waste generated on-site in connection with a contract activity. HW storage will be on a temporary basis prior to disposal from Osan AB.

7.12. The contractors need either 1) a permit to store hazardous waste while they are working on the installation or 2) they need to remove the hazardous waste from base within 24 hours. In either case, for disposal, the contractor needs to dispose of the waste in accordance with local regulations and provide a stamped manifest or other documentation demonstrating appropriate disposal to Environmental Office.

7.13. The Contractor shall implement Best Management Practices (BMP) specified on Table 4-8 of EGS and E. paragraph 7 of the Osan AB Storm Water Pollution Prevention Plan (SWPPP) for outdoor painting/de- painting activities. EGS and Osan SWPPP are available at CE Environmental Office, room #105, building 600, DSN 784-8974.

7.14. A dust controls plan shall be developed/implemented to take appropriate measure to minimize the generation of dust as a result of their works, operations, and activities during and after construction until the site is reclaimed. Standard dust control Best Management Practices (BMPs) for dust generating activities shall be implemented during construction.

Requirements

CONSTRUCT COVERED AGE STORAGE ON THE CONCRETE PAD FAC #1643

Section E - Inspection and Acceptance

Overall Contract Inspection/Acceptance Locations

Inspection and Acceptance Location

Both Destination Instructions: See Statement of Work (SOW) for Acceptance/inspection criteria.

DoDAAC: F3J3CE CountryCode: USA

51 CES

AF BPN NO MILSBILLS PROCESSES, UNIT 2129 BLDG 449 OSAN AB

APO, AP 96278-2129

UNITED STATES

CHOE, HANG SOK

Email: hangsok.choe.kr@us.af.mil

Inspection and Acceptance Location

Both Destination Instructions: See Statement of Work (SOW) for Acceptance/inspection criteria.

DoDAAC: F3J3CE CountryCode: USA

51 CES

AF BPN NO MILSBILLS PROCESSES, UNIT 2129 BLDG 449 OSAN AB

APO, AP 96278-2129

UNITED STATES

CHOE, HANG SOK

Email: hangsok.choe.kr@us.af.mil

Section F - Deliveries or Performance

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 270 days after Notice to Proceed (NTP) issued.

(End of clause)

Overall Contract Delivery Period

From 16 May 2025 to 10 Feb 2026

From date of lead time event to beginning of performance 10 Calendar Days Date of Notice to Proceed Receipt

From date of lead time event to completion of performance 270 Calendar Days Date of Notice to Proceed Receipt

Line Item Delivery Schedule Quantity Address and POC

Delivery Schedule From date of lead time event to completion of performance 270 Calendar Days Date of Notice to Proceed Receipt

Period of Performance From 16 May 2025 To 10 Feb 2026

1 Job Place of Performance DoDAAC: F3J3CE CountryCode: USA

51 CES

AF BPN NO MILSBILLS PROCESSES, UNIT 2129

BLDG 449 OSAN AB

APO, AP 96278-2129

UNITED STATES

Delivery Schedule From date of lead time event to completion of performance 270 Calendar Days Date of Notice to Proceed Receipt

Period of Performance From 16 May 2025 To

1 Job Place of Performance DoDAAC: F3J3CE CountryCode: USA

51 CES

AF BPN NO MILSBILLS PROCESSES, UNIT 2129

BLDG 449 OSAN AB

APO, AP 96278-2129

UNITED STATES

10 Feb 2026

Section H - Special Contract Requirements

SUBMITTAL REGISTER

- See attachment.

Section J - List of Attachments

LIST OF CONTRACT DRAWINGS

SMYU 25-1060, CONSTRUCTCOVERED AGE STORAGE OSAN AB, ROK

SHT NO. REF NO.DWGNO. DESCRIPTION

25 - 1060 1 OF 10 T01 ARCHITECTURAL ABBREVIATIONS

25 - 1060 2 OF 10 T02 STRUCTURAL ABBREVIATIONS

25 - 1060 3 OF 10 T03 STRUCTURAL GENERAL NOTES

25 - 1060 4 OF 10 T04 STRUCTURAL DESIGN CRITERIA

25 - 1060 5 OF 10 T05 TYPICAL STEEL DETAILS

25 - 1060 6 OF 10 T06 TYPICAL CONCRETE DETAILS

25 - 1060 7 OF 10 A01 SITE PLAN

25 - 1060 8 OF 10 A02 GROUND FLOOR PLAN

25 - 1060 9 OF 10 A03 ROOF PLAN

25 - 1060 10 OF 10 A04 BLDG SECTION & ELEVATION

Section K - Representations, Certification, & Other Statements

ATTACHMENT: CONTRACTOR'S TAX EXEMPTIONDECLARATION

(1) References:

(i) Contract clause,"FAR 52.229-06 Taxes--Foreign Fixed-Price Contracts (Jan 1991)."

(ii) US-ROK Status of Forces Agreement (SOFA), Articles IX and XVI.

(iii) ROK Customs Law, Law No. 1976, promulgated on 29 November 1967, as amended.

(iv) ROK Value Added Tax Law, Law No. 2934, promulgated on 22 December 1976 (effective date 1 July1977), as amended.

(v) ROK Special Excise Tax Law, Law No. 2935, promulgated on 22 December 1976 (effective date 1 July1977), as amended.

(2) Contractor shall state the types and estimated amount of taxes that would normally apply to such transactions but are excluded from this proposal.

(i) Customs Tax (except for ROK MND-funded contracts or delivery orders):

Name Number Cost/Unit of Item of Units w/o Tax % of Tax Tax/Unit Tax Total

This item will be imported specifically for this contract? Yes _________ No ________

(ii) Special Excise Tax:

Name Number Cost/Unit of Item of Units w/o Tax % of Tax Tax/Unit Tax Total

Name of item manufacturer

(iii) Value Added Tax (VAT):

Input VAT on materials purchased for this contract. _________

Input VAT on transportation leased/rented for this contract. _________

Input VAT on equipment leased/rented for this contract. _________

Input VAT on services purchased for this contract. _________

Output VAT on total contract amount. _________

(iv) Special Excise (Petroleum) Tax:

No. of Unit Price Total Tax

Liters w/oTax Tax/Unit Amount

Regular Gasoline __________(L) _________ ________ _________

Premium Gasoline __________(L) _________ ________ _________

Diesel __________ (L) _________ ________ _________

Other __________ (L) _________ ________ _________

(3) Name of Oil Company Refinery from which POL products will bepurchased:

Oil Company: _________________________________________ (Name only)

(4) I certify by this submission that all supplies and services to bepurchased for this contract have been proposed exclusive of Value Added Tax, applicable Customs Tax (except for ROK MND-funded contracts and deliveryorders), and Special Excise Tax.

Contractor's Signature

Section L - Instructions, Conditions, & Notices to Offerors or Quoters

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995) - ALTERNATE I (FEB 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) An organized site visit has been scheduled for- -

Date & Time: 0900 Hours, 4 Feb 2025 (Tuesday)

(c) Participants will meet at--

Place: Parking Place In front of Bldg#600 at Osan AB. After briefing, will be moved to site location.

(d) Any needs escort shall bring Korea identification card, passport or driver license. Escort: Contractor who

- Escort POC: Mr. Choe, Hang Sok/ 784-5706 (Email Address: hangsok.choe.kr@us.af.mil)

(e) NOTE: Any offeror(s) who are interested in participation of the site visit shall be provide a list of attendant's information (Company Name, Telephone number and Name of attendees) to the POC via email No Later Than 3 February 2025 (Monday) by 11:00 am for the installation access process. A maximum of two (2) individuals per offeror will be allowed to attend the briefing at Building 600, Osan AB.

(End of provision)

INSTRUCTION TO OFFEROR

1. GENERAL INSTRUCTIONS FOR PREPARATION OF PROPOSAL

a. The Government intends to award without discussion but reserves the right to conduct discussions if deemed necessary and to establish a competitive range for efficiency in accordance with FAR52.215-1(f)(4).

b. Offeror(s) may, at the discretion of the Government, be asked to provide more information and clarification regarding their proposals. The Government may make a final determination as to whether an offer is acceptable or unacceptable solely based on the proposals as submitted, without requesting any further information. However, if it is deemed necessary the Government may, at its sole discretion, request additional information clarifying but not substantially changing any proposal as submitted.

2. SUBMISSION OF PROPSAL

a. The offeror shall email offer for each project to the contract specialist, Mr. Om, Ik Chung (email address: ikchung.om2.ln@army.mil) by the Korea local closing time and date which can be found in Block and Ms. Segarra, Nancy at nancy.segarra2.civ@army.mil

13 on page 1 of this solicitation. After submission of the offer, the offeror shall send an additional email shall to the contract specialist to verify if offer is received. It is the offeror responsibility to verify receipt of offer from contract specialist before the Korea local closing time and date. All questions should be emailed to ikchung.om2.ln@army.mil within seven (7) calendar days after the solicitation is issued.

b. CLOSING DATE: The electronic offer shall be submitted by 1300 hrs. on the closing date of RFP.

3. SUBMISSION REQUIREMENTS

a. TECHNICAL PROPOSAL: Offeror's Design Data Submittal shall have the drawing(s) which meet "Minimum Requirement for Work Plan", design data, and other documents indicating offeror's ability to satisfactorily accomplish the Government design intent and achieves the desired quality end-products. As part of the Design Data Submittal, offeror shall provide drawings and data analysis in accordance with Work Plan SOW.

a.1. Submittal Drawings (Sub-Factor #1): Provide proposal drawings with dimensions, including the following: Foundation/ground floor framing plan, Foundation detail (base plate plan/section, footing plan/section), Concrete ditch with steel grating (heavy duty) detail, Steel guard post detail, Framing elevations, Building elevations, Building sections, Steel connection details, Steel structural members list, Roof framing plan, Roof plan, Roof details (SSMR, rake, eave, ridge, valley gutter, gutter, downspout), SSMR system detail isometric diagram, Roof skylight with curb detail. *Please note that any submittal drawings that merely reproduce contract drawings without modifications will be considered technically unacceptable.

a.2. Design Calculations (Sub-Factor #2): Provide structural design calculations prepared and stamped by a registered professional engineer specializing in structural engineering. These calculations should verify that the facility supplied and any additional framing meet the design conditions and load criteria specified in the O&MA Specification and the contract drawings.

b. PRICING PROPOSAL: The pricing proposal must clearly indicate prices for each Contract Line-Item Number in Section B - Supplies or Services and Prices.

c. DETAILED OFFER BREAKDOWN: The detailed offer-breakdown must clearly identify all costs that can materially impact the statement of work.

d. SECTION K - Representations, Certifications and Other Statements of Offerors

e. SECTION K-TAXES: Offerors must complete all tax portions of SECTION K. The offeror shall review all expenses to ensure that all applicable taxes are excluded from the overall price. In addition, offerors shall propose exemptions of specific ROK taxes that are legitimate, attributable to the contract, and authorized by the applicable stated references.

f. SECTION K-OTHER: Offerors must complete all Non-Tax related portions of SECTION K.

g. COMPLIANCE WITHSOLICITATION: Failure to submit the above requirements under SECTION L may be grounds for determining the proposal to be non-compliant. For example, if a detailed offer breakdown is not submitted, the contracting officer will be unable to find the offeror's pricing proposal acceptable and the offeror's proposal will be ineligible for award. Non- compliance will only be cured if the government holds discussions as detailed in SECTION L.

Section M - Evaluation Factors for Award

Evaluation Factors for Award BASIS OF AWARD

Electronic offers submitted by 1300 hours on the closing date of RFP shall be considered timely.

1. EVALUATION CRITERIA

a. Offeror's Design Data Submittal shall be evaluated to determine whether an offeror's proposal demonstrates a clear and adequate understanding of the work to be performed under the contract and to identify any performance risks associated with an offeror's proposal. Design Data Submittal shall have the drawing(s) which meet "Minimum Requirement for Work Plan", design data, and other documents indicating offeror's ability to satisfactorily accomplish the Government design intent and achieves the desired quality end-products. As part of the Design Data Submittal, Offeror shall provide drawings and data analysis in accordance with Work Plan SOW.

- a.1. Design Data for Technical Evaluation (Technical Evaluation Factor):

a.1.1. :Submittal Drawings (Sub-Factor #1) Provide proposal drawings with dimensions, including the following: Foundation/ground floor framing plan, Foundation detail (base plate plan/section, footing plan/section), Concrete ditch with steel grating (heavy duty) detail, Steel guard post detail, Framing elevations, Building elevations, Building sections, Steel connection details, Steel structural members list, Roof framing plan, Roof plan, Roof details (SSMR, rake, eave, ridge, valley gutter, gutter, downspout), SSMR system detail isometric diagram, Roof skylight with curb detail. *Please note that any submittal drawings that merely reproduce contract drawings without modifications will be considered technically unacceptable.

a.1.2. )Design Calculations (Sub-Factor #2 : Provide structural design calculations prepared and stamped by a registered professional engineer specializing in structural engineering. These calculations should verify that the facility supplied and any additional framing meet the design conditions and load criteria specified in the O&MA Specification and the contract drawings.

b. The pricing proposal shall be evaluated to determine whether it is complete and reasonable. A complete and reasonable pricing proposal will be deemed acceptable.

c. The detailed offer breakdown will be used by the contracting officer to determine whether proposed prices are complete and reasonable. A detailed offer breakdown may be used by officer to determine whether an offeror is able to the contracting complete the requirements under the contract, and/or whether discussions will be conducted pursuant to instructions to the offerors.

d. SECTION K - Representations, Certifications and Other Statements of Offerors

e. SECTION K-TAXES will be evaluated to determine whether it is complete. In addition, propose exemptions of specific ROK taxes will be evaluated to determine whether they are legitimate, attributable to the contract, authorized, and reasonable. A complete SECTION-K that only proposes exemptions of specific ROK taxes that are legitimate, attributable to the contract, necessary to complete the Task Order, do not improperly overstate any proposed tax exemption, authorized, and reasonable will be deemed acceptable.

f. SECTION K-OTHER will be evaluated to determine whether it is complete. A complete SECTION K-OTHER will be deemed acceptable.

2. BASIS FOR AWARD: shall be made to the responsible offeror submitting the lowest priced offer that is evaluated Award as acceptable for all evaluation criteria.

KO DIRECTORATE OF CONTRACTING, UNIT 15273

APO, AP 96202-0000

UNITED STATES

IK CHUNG OM, EMAIL: IKCHUNG.OM2.LN@ARMY.MIL TELEPHONE: 315-757-6005

WorkDescribed[0]: PROJECT TITLE: CONSTURCT COVERED AGE STROAGE (PROJECT#: SMYU25-1060)

PROJECT LOCATION: 51 CES/CEN, OSAN AB

1. THIS IS A REQUEST OF PROPOSAL (RFP) ISSUED TO EXISTING MATOC WORK PLAN CONTRACTORS ONLY OF AREA III, OSAN AND SUW ON AB AS FOLLOWS; W91QVN-24-D-0022, -0023, -0024, -0025, -0026, -0027, -0028, -0030, -0031, -0033, -0035, -0036, -0038, -0080, -0083 & -0109.

2. SITE VISIT: OFFERORS WHO INTEND TO PROPOSE ON THIS SOLICITATION ARE STRONGLY ENCOURAGED TO ATTEND THE SITE VISIT. SEE SITE VISIT CLAUSE IN SECTION L FOR THE SCHEDULE.

3. SUBMISSION OF PROPOSAL

(1) PROPOSALS PACKET: IT SHALL BE SUBMITTED BY 1300 HOURS ON THE CLOSING DATE OF RFP VIA EMAIL.

(2) PRICING & TECHNICAL PROPOSAL

A. PRICING PROPOSAL

B. COST BREAKDOWN

C. DESIGN DATA

D. COMPLETION OF SECTION K (CONTRACTOR'S TAX EXEMPTION DECLARATION)

4. IF THE CONTRACTOR IS UNABLE TO SUBMIT THE PROPOSAL IN RESPONSE TO THE RFP, THE CONTRACTOR SHALL SUBMIT A "NO-OFFER LETTER" BY THE DATE AND TIME SPECIFIED IN THIS SOLICITATION.