#  *Embassy of the United States of America* {#embassy-of-the-united-states-of-america .unnumbered}

> *General Services Office*
>
> *Tel. 82-2-397-4658*
>
> *Fax: 82-2-796-0516*

![](media/image1.emf)

Date: September 4, 2008

Dear Prospective Quoter:

SUBJECT: Solicitation Number S-KS700-08-Q-0068

Enclosed is a Request for Quotations (RFQ) for Access floor replacement
work at ISC on the 5^th^ floor of the Chancery. If you would like to
submit a quotation, follow the instructions in Section J of the
solicitation, complete the required portions of the attached document,
and submit it to the address shown on the Standard Form 1442 that
follows this letter. The purchase order will be awarded contingent upon
availability of funding. Funds are currently not available and may not
become available by the end of this fiscal year ending on Sept 30, 2008.
.

The U.S. Government intends to award a purchase order to the responsible
company submitting an acceptable quotation. We intend to award a
purchase order based on initial quotations, without holding discussions,
although we may hold discussions with companies in the competitive range
if there is a need to do so.

Quotations are due by September 19, 2008.

See Section J of the attached Request for Quotations (RFQ).

The Embassy intends to conduct a pre-quotation conference on September
12, 2008, 10:00 hrs at GSO, U.S. Embassy, Seoul, Korea. If you intend to
participate in the conference, you will be required to submit the
completed GSO access request form (attached) via fax to Park, Sang Hee
(Fax: 02-796-0516) no later than 16:00 hrs, September 10, 2008.

Offerors are requested to limit the number of participants to two
persons per company.

Direct any questions regarding this solicitation to the Contracting
Officer by letter or by telephone 02-397-4648 during regular business
hours.

Sincerely,

Robert D. Heater

Contracting Officer

**GSO ACCESS REQUEST FORM**

**(미국대사관 총무과 출입신청서)**

Project Name: Access floor replacement work at ISC on the 5^th^ floor of
the Chancery

NO (입찰번호): S-KS700-08-Q-0068

Pre-quotation Conference/Site Visit

Date : 10:00 hrs., September 12, 2008

Place: GSO, U.S. Embassy, Seoul, Korea

To: Robert D. Heater, Contracting Officer

Attn: Park, Sang Hee, Tel No.: 397-4658 Fax No: 796-0516

From :
\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

Address :
\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

Tel No.:
\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

Fax No.:
\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

Email Address: \_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

출입자 인적사항

+-------+---------+-----------+-------+---------+---------+---------+
| Name  | KID     | Address   | Phone | Ce      | Vehicle | Model   |
|       |         |           |       | llphone |         |         |
| (     | (주     | (주소)    | (     |         | (차     | (차종)  |
| 성명) | 민번호) |           | 전화) | (       | 량번호) |         |
|       |         |           |       | 핸드폰) |         |         |
+-------+---------+-----------+-------+---------+---------+---------+
|       |         |           |       |         |         |         |
+-------+---------+-----------+-------+---------+---------+---------+
|       |         |           |       |         |         |         |
+-------+---------+-----------+-------+---------+---------+---------+

-   Please submit the completed form no later than **September 10, 2008
    16:00** via fax.

-   Attendees should be limited two because of the capacity of
    conference room.

-   Be sure to come with RFQ packages, we don't provide it.

<table style="width:100%;">
<colgroup>
<col style="width: 29%" />
<col style="width: 5%" />
<col style="width: 4%" />
<col style="width: 16%" />
<col style="width: 1%" />
<col style="width: 2%" />
<col style="width: 12%" />
<col style="width: 3%" />
<col style="width: 2%" />
<col style="width: 10%" />
<col style="width: 10%" />
</colgroup>
<tbody>
<tr class="odd">
<td colspan="2"><p>SOLICITATION, OFFER,<br />
AND AWARD</p>
<p>(Construction, Alteration, or Repair)</p></td>
<td colspan="3"><p>1. SOLICITATION NO.</p>
<p>S-KS700-08-Q-0068</p></td>
<td colspan="4">2. TYPE OF SOLICITATION<br />
SEALED BID (IFB)<br />
NEGOTIATED (RFP)</td>
<td>3. DATE ISSUED<br />
09/04/08</td>
<td>PAGE OF PAGES<br />
1 of 30</td>
</tr>
<tr class="even">
<td colspan="11">IMPORTANT - The “offer” section on the reverse must be
fully completed by offeror.</td>
</tr>
<tr class="odd">
<td colspan="3">4. CONTRACT NO.</td>
<td colspan="4">5. REQUISITION/PURCHASE REQUEST NO.</td>
<td colspan="4">6. PROJECT NO.</td>
</tr>
<tr class="even">
<td colspan="3">7. ISSUED BY CODE</td>
<td></td>
<td colspan="7">8. ADDRESS OFFER TO</td>
</tr>
<tr class="odd">
<td colspan="4"><h1 id="gso-pur" class="unnumbered">GSO-PUR</h1>
<p>American Embassy<br />
Seoul, Korea</p></td>
<td colspan="7">See Item 7</td>
</tr>
<tr class="even">
<td><p>9. FOR INFORMATION</p>
<p>CALL:</p></td>
<td colspan="5">A. NAME<br />
Robert D. Heater, Contracting Officer</td>
<td colspan="5"><p>B. TELEPHONE NO. (Include area code)</p>
<p>(NO COLLECT CALLS) 02-397-4648</p></td>
</tr>
<tr class="odd">
<td colspan="11">SOLICITATION</td>
</tr>
<tr class="even">
<td colspan="11">NOTE: In sealed bid solicitations “offer” and “offeror”
mean “bid” and “bidder.”</td>
</tr>
<tr class="odd">
<td colspan="11"><p>THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK
DESCRIBED IN THESE DOCUMENTS:</p>
<p>PROJECT NAME: Access floor replacement work at ISC on the
5<sup>th</sup> floor of the Chancery</p>
<p>SF-1442, Solicitation, Offer and Award<br />
A. Price</p>
<p>B. Scope of Work</p>
<p>C. Packaging and Marking</p>
<p>D. Inspection and Acceptance</p>
<p>E. Deliveries/Performance</p>
<p>F. Administrative Data</p>
<p>G. Special Requirements</p>
<p>H. Clauses</p>
<p>I. List of Attachments</p>
<p>J. Quotation Information</p>
<p>K. Evaluation Criteria</p>
<p>L. Representations, Certifications, and other Statements of Offerors
or Quoters</p>
<p>Attachments:</p>
<p>Attachment 1: Sample letter of bank guaranty</p>
<p>Attachment 2: Breakdown of Price by Divisions of
Specifications</p></td>
</tr>
<tr class="even">
<td colspan="11">11. The Contractor shall begin performance within 3
calendar days and complete it within 20 calendar days after
receiving<br />
award, notice to proceed. This performance period is mandatory,
negotiable. <em>(See <u>Section F</u>.)</em></td>
</tr>
<tr class="odd">
<td colspan="8"><p>12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED
PERFORMANCE AND PAYMENT BONDS? <em>(If “YES,” indicate within how many
calendar days after award in Item 12B.)</em></p>
<p> YES NO</p></td>
<td colspan="3">12B. CALENDAR DAYS</td>
</tr>
<tr class="even">
<td colspan="11">13. ADDITIONAL SOLICITATION REQUIREMENTS:<br />
A. Sealed offers in original and one copy to perform the work required
are due at the place specified in Item 8 by <u>16:00 p.m.</u> , local
time <u>Sept. 19, 2008</u>. If this is a sealed bid solicitation, offers
must be publicly opened at that time. Sealed envelopes containing offers
shall be marked to show the offeror’s name and address, the solicitation
number, and the date and time offers are due<br />
B. An offer guarantee is, is not required.<br />
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.<br />
Offers providing less than 60 calendar days for Government acceptance
after the date offers are due will not be considered and will be
rejected.</td>
</tr>
</tbody>
</table>

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

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<col style="width: 1%" />
<col style="width: 0%" />
<col style="width: 1%" />
<col style="width: 3%" />
<col style="width: 7%" />
<col style="width: 0%" />
<col style="width: 0%" />
<col style="width: 7%" />
<col style="width: 8%" />
<col style="width: 8%" />
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<col style="width: 0%" />
<col style="width: 8%" />
<col style="width: 6%" />
</colgroup>
<tbody>
<tr class="odd">
<td colspan="17">OFFER (Must be fully completed by offeror)</td>
</tr>
<tr class="even">
<td colspan="8">14. NAME AND ADDRESS OF OFFEROR <em>(Include ZIP
Code)<br />
</em></td>
<td colspan="9">15. TELEPHONE NO. <em>(Include area code)<br />
</em></td>
</tr>
<tr class="odd">
<td colspan="8"></td>
<td colspan="9">16. REMITTANCE ADDRESS (Include only if different than
Item 14)</td>
</tr>
<tr class="even">
<td colspan="8">CODE FACILITY CODE</td>
<td colspan="9"></td>
</tr>
<tr class="odd">
<td colspan="17"><p>17. The offeror agrees to perform the work at the
prices specified below in strict accordance with the terms of this
solicitation, if this offer is accepted by the Government within 60
calendar days after the date offers are due.</p>
<p>AMOUNTS $</p></td>
</tr>
<tr class="even">
<td colspan="17">18. 18. The offeror agrees to furnish any required
performance and payment bonds.</td>
</tr>
<tr class="odd">
<td colspan="17"><p>19. ACKNOWLEDGMENT OF AMENDMENTS</p>
<p>The offeror acknowledges receipt of amendments to the solicitation --
give number and date of each</p></td>
</tr>
<tr class="even">
<td>A AMENDMENT NO.</td>
<td></td>
<td></td>
<td colspan="4"></td>
<td></td>
<td colspan="3"></td>
<td></td>
<td></td>
<td colspan="2"></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>DATE</td>
<td></td>
<td></td>
<td colspan="4"></td>
<td></td>
<td colspan="3"></td>
<td></td>
<td></td>
<td colspan="2"></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td colspan="8">20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER
<em>(Type or print)</em></td>
<td colspan="7">20B. SIGNATURE</td>
<td colspan="2">20C. OFFER DATE</td>
</tr>
<tr class="odd">
<td colspan="17">AWARD (To be completed by Government)</td>
</tr>
<tr class="even">
<td colspan="17">21. ITEMS ACCEPTED:</td>
</tr>
<tr class="odd">
<td colspan="4">22. AMOUNT</td>
<td colspan="13">23. 23. ACCOUNTING AND APPROPRIATION DATA</td>
</tr>
<tr class="even">
<td colspan="6">24. SUBMIT INVOICES TO ADDRESS SHOWN IN</td>
<td colspan="3">ITEM</td>
<td colspan="8">25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT
TO<br />
10 U.S.C. 2304(c)( ) 41 U.S.C. 253(c)( )</td>
</tr>
<tr class="odd">
<td colspan="4">26. ADMINISTERED BY CODE</td>
<td colspan="5"></td>
<td colspan="8">27. PAYMENT WILL BE MADE BY</td>
</tr>
<tr class="even">
<td colspan="4"></td>
<td colspan="5"></td>
<td colspan="8"></td>
</tr>
<tr class="odd">
<td colspan="17">CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS
APPLICABLE</td>
</tr>
<tr class="even">
<td colspan="10"> 28. NEGOTIATED AGREEMENT <em>(Contractor is required
to sign this document and return copies to issuing office.)</em>
Contractor agrees to furnish and deliver all items or perform all work,
requisitions identified on this form and any continuation sheets for the
consideration slated 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 or incorporated by reference in or
attached to this contract.</td>
<td colspan="7"> 29. AWARD <em>(Contractor is not required to sign this
document.)</em> 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.</td>
</tr>
<tr class="odd">
<td colspan="10">30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED
TO SIGN <em>(Type or print)<br />
</em></td>
<td colspan="7"><p>31A. NAME OF CONTRACTING OFFICER <em>(Type or
print)<br />
</em></p>
<h2 id="robert-d.-heater" class="unnumbered">Robert D. Heater</h2></td>
</tr>
<tr class="even">
<td colspan="5">30B.SIGNE</td>
<td colspan="5">30C. DATE</td>
<td colspan="4">31B. UNITED STATES OF AMERICA<br />
BY:</td>
<td colspan="3">31C. AWARD DATE</td>
</tr>
</tbody>
</table>

Computer Generated STANDARD FORM 1442 BACK (REV. 4-85)

**REQUEST FOR QUOTATIONS - CONSTRUCTION**

A.  **PRICE**

The contractor shall complete all work, including furnishing all labor,
material, equipment and services required under this purchase order for
the following firm fixed price and within the time specified. This price
shall include all labor, materials, overhead and profit.

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_ Total Price

B.  **STATEMENT OF WORK**

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A.  **SCOPE OF WORK**

1 PROJECT DESCRIPTION/WORK IDENTIFICATION

The project is described as "Access Floor Replacement Work at
Information Systems Center (ISC) on the 5^th^ Floor of the Chancery,
U.S. Embassy, Seoul, Korea".

The Contractor shall furnish all the necessary materials, labor,
investigation, superintendence, equipment, transportation, etc. for the
execution of the work. Work will be performed within a fixed-price
contract. The bidders shall submit their proposed cost described in both
unit price and total price.

2 SCOPE OF WORK/SPECIFICATION

2.1 The described work involves **removal work of the existing access
floor panel , plywood floor and new access floor panel installation work
at** **ISC Office of the Chancery, U.S. Embassy.**

All construction work shall be in conformance with the following Codes:

a)  International Building Code, 2008 Edition

b\) National Electric Code, 2008 Edition

c\) [ICC/ANSI A117.1-98 Accessible]{.underline} And Usable Buildings And
Facilities

2.2 DEMOLITION/TEMPORARY WORK

2.2.1 Contractor will remove the existing access floor and plywood floor
at office No. 503 C and carpet tile at workroom 503 in a safe and
non-destructive manner, such that all removed pipes and manholes etc.
will be disposed under supervision of COR during the work.

2.2.2 Remove and dispose abandoned LAN lines and power line as per
Embassy's instruction.

2.2.3 All construction debris shall be moved to the designated temporary
disposal area daily base without delay after completion of the work.

2.2.4 The work hours are from 08:30 A.M to 17:00 P.M Monday through
Friday and Saturday and Sunday from 8:00 to 22:00. Contractor must keep
the site clean during the working period.

2.2.5 The contractor shall submit a certificate of legally disposed of
construction debris.

2.3 FLOOR FINISHES WORK

2.3.1 Provide and install access floor panel system at room No. 503C
(34m^2^) to match the existing access floor panel.

2.3.2 Provide and install access floor panel only at room No. 503C
(47m^2^) to match the existing access floor panel.

2.3.3 Provide and install vinyl composite tile (20m^2^, Stonia, Hanhwa
brand).

2.4 ELECTRICAL/MECHANICAL WORK

2.4.1 Provide new aluminum systematic duct(SM) to provide re-route LAN
cable.

2.4.2 Reinstall air conditioner copper pipe line and refill the
refrigerating gas.

3 ASBESTOS ABATEMENT PROCEDURE : N/A

4 EXAMINATION OF THE SITE

4.1 The Contractor acknowledges that he has satisfied himself as to the
nature of materials and methods of the existing construction noted for
repair or replacement, and to the obstacles likely to be encountered,
insofar as this information is reasonably ascertainable from an
inspection of the specified structures and or premises. The Contractor
shall carefully study and compare the Contract Documents with each other
and with information furnished by the USG. Before commencing activities,
the Contractor shall: (1) take field measurements and verify field
conditions; (2) carefully compare this and other information known to
the Contractor with the Contract Documents; and (3) promptly report
errors, inconsistencies or omissions discovered to the USG.

5 SAFETY (FAR 52.236-13 Accident Prevention.)

5.1 The Contractor shall provide and maintain work environments and
procedures which will-

> \(a\) Safeguard the public and Government personnel, property,
> materials, supplies, and equipment exposed to Contractor operations
> and activities.
>
> \(b\) Avoid interruptions of Government operations and delays in
> project completion dates.
>
> \(c\) Control costs in the performance of this contract.

5.2 For these purposes on contracts for construction or dismantling,
demolition, or removal of improvements, the Contractor shall-

\(a\) Provide appropriate safety barricades, signs, and signal lights

\(b\) Comply with the standards issued by the Secretary of Labor at
29 CFR part 1926 and 29 CFR part 1910

\(c\) Ensure that any additional measures the Contracting Officer
determines to be reasonably necessary for the purposes are taken.

5.3 Contractor shall comply with all pertinent provisions of the latest
version of **U.S. Army Corps of Engineers Safety and Health Requirements
Manual, EM 385-1-1, in effect on the date of the solicitation.**

5.4 Whenever the Contracting Officer becomes aware of any noncompliance
with these requirements or any condition that poses a serious or
imminent danger to the health or safety of the public or Government
personnel, the Contracting Officer shall notify the Contractor orally,
with written confirmation, and request immediate initiation of
corrective action.

This notice, when delivered to the Contractor or the Contractor\'s
representative at the work site, shall be deemed sufficient notice of
the noncompliance and that corrective action is required. After
receiving the notice, the Contractor shall immediately take corrective
action.

If the Contractor fails or refuses to promptly take corrective action,
the Contracting Officer may issue an order stopping all or part of the
work until satisfactory corrective action has been taken. The Contractor
shall not be entitled to any equitable adjustment of the contract price
or extension of the performance schedule on any stop work order issued
under this clause.

5.5 The Contractor shall insert this clause, including this paragraph
(e), with appropriate changes in the designation of the parties, in
subcontracts

6 CONSTRUCTION SCHEDULE

The construction period will not exceed 21 working days.

7 PROGRESS SCHEDULE AND REPORTS

N/A

8 PRODUCT DATA, AND SAMPLES

Submit product data, and color samples prior to work for approval by the
COR.

9 QUALITY CONTROL

9.1 Quality Control is the means by which the Contractor ensures that
the construction, to include that of subcontracts and suppliers,
complies with the requirements of contract.

The controls shall be adequate to cover all construction operations,
including both on site and off site fabrication, and will be keyed to
the proposed construction sequence.

9.2 The Quality Control Program shall be based on a three-phase control
process including,

**Preparatory Phase, Initial Phase, and Follow-up Phase**.

9.2.1 Preparatory phase: Contractor shall prepare and explain their
construction plan (man power schedule, working schedule in detail,
surface treatment method, safety plan, scaffolding plan, fire protection
plan etc.)

9.2.2 Initial phase: Contractor shall make one sample area for each case
such as; crack repair, surface treatment, cleaning methods, etc. for
approval by the COR.

9.2.3 Follow-up phase: Contractor shall perform their work according to
Preparatory phase and Initial phase.

9.3 Submittals: The Contractor shall submit for acceptance by the COR, a
Quality Control plan. The plan shall identify and describe the site
organization, personnel, records, and forms to be used. The Embassy
reserves the right to require the Contractor to make changes in his CQC
plan and operations, including removal of personnel, as necessary, to
obtain the quality specified.

9.4 The Contractor Daily Quality Control Report must submitted no later
than 11:00 a.m. the following workday. The report shall be submitted in
original and one (1) copy. A report is required for every calendar day
of the contract duration. For days when no contract activities take
place, the COR may wave the requirement for daily report.

9.5 NOTIFICATION OF NONCOMPLIANCE (Construction Deficient Records): The
COR will notify the Contractor of any detected noncompliance with the
foregoing requirement. The Contractor shall, after receipt of such
notice, immediately take corrective action. Such notice, when delivered
to the Contractor at the site of work, shall be deemed sufficient for
the purpose of notification. If the Contractor fails or refuses to
comply promptly, the COR may issue an order stopping all or part of the
work until satisfactory corrective action has been taken. Time lost due
to such stop orders shall not be made the subject of a claim for
extension of time or for excess costs or damages by the Contractor.

9.6 TECHNICAL EVALUATION

A technical evaluation of all submitted proposals will be conducted to
determine whether each proposal meets [all]{.underline} of the mandatory
requirements of the solicitation. All bidders are required to submit the
following items in detail. The Technical Evaluation Panel will evaluate
each bidder's qualifications according to the submitted documentation,
without consideration of pricing information.

9.6.1 Performance Schedule

The performance schedule shall be presented in any kind of schedule
format indicating when the various portions of the work will be
commenced and completed within the required contract completion
schedule. This schedule shall be in sufficient detail to clearly show
each segregated portion of work and its planned commencement and
completion date.

9.6.2 Proposed Work Information

Offerors to provide:

(1) Evidence of an established business with a permanent address and
    telephone listing;

(2) A list of the names, addresses and telephone numbers of the owners,
    partners, and principal officers of the Offeror;

(3) Evidence of availability or ability to obtain adequate financial
    resources, personnel and equipment;

(4) Evidence of ability to obtain licenses and permits required by local
    law.

(5) Evidence of ability to obtain performance and payment bonds or
    equivalents if needed.

(6) The name, address and qualifications of the Offeror\'s field
    superintendent for this project;

> \(7\) A list of the names, addresses, and telephone numbers of
> subcontractors and principal materials suppliers to be used on the
> project, indicating what portions of the work will be performed by
> them;

\(8\) A list of personnel able to understand written and spoken English.

\(9\) Review the Proposed Work Information to ensure that the Offeror\'s
proposed project superintendent and subcontractors are acceptable to the
Government.

9.6.3 Proposed Quantity Survey

Offerors to provide

\(1\) Work volume without pricing in detail showing the work quantity,
size and manufacturer etc at direct cost.

\(2\) Administrative fee, safety cost and profit at indirect cost.

3.  Experience and Past Performance

List all contracts and subcontracts your company has held over the past
three years for works of same or similar size, scope and complexity.
Past references provided as part of the Experience and Past Performance
information may also be contacted to verify quality of past performance.

9.6.5 Safety Management

Contractor shall propose safety management plan including cost in his
bid proposal based on the latest version of **U.S. Army Corps of
Engineers Safety and Health Requirements Manual, EM 385-5-5, in effect
on the date of the solicitation.**

10 GUARANTEE OF WORK

> The Contractor shall obtain and furnish to the Government all
> information required in order to make any subcontractor\'s,
> manufacturers, or supplier\'s guarantee or warranty legally binding
> and effective. The Contractor shall submit both the information and
> the guarantee or warranty to the Government in sufficient time to
> permit the Government to meet any time limit specified in the
> guarantee or warranty, but not later than completion and acceptance of
> all work under this contract. The project guarantee is for one (1)
> year (365 days) after issue of Certificate of Final Inspection and
> Acceptance.

11 CONSTRUCTION SECURITY PROGRAM

11.1 SECURITY CLEARANCES

11.1.1 All contract personnel will have a background check performed to
determine their suitability for assignment to the U.S. Embassy project.
Contractor shall submit a complete list of all employees and
sub-contractor employees to the COR within 14 days of receiving the
notice of award.

11.1.2 The Contractor shall submit a weekly personnel access list
describing the employees that will be engaged in work on the site during
that week.

11.1.3 The Contractor shall submit a list of all vehicles that require
access to the U.S. Embassy property on a weekly basis. Information
required is as follows:

> Type of Vehicle
>
> Vehicle Tag Number
>
> Vehicle Driver Identification.

11.1.4 The COR and the U.S. Embassy security officer have the right to
deny access to any person and or vehicle that are deemed unacceptable.

11.1.5 All personnel and vehicle lists must be submitted to the COR at
least seven (7) working days before access is required. Delays caused by
late submission of the required information will not be considered as
"excusable delays" as described in other sections of the Contract.

11.1.6 If a contractor or an employee of the contractor is discovered in
an unauthorized area, it is grounds to ban the employee from further
employment on the base and/or termination of the contract in which the
employee is working.

ACCESS FLOOR SYSTEM

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the
extent referenced. The publications are referred to in the text by basic
designation only.

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI A208.1(1999) Particleboard Mat formated Woods

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

ASTM E 84(1998e1) Surface Burning Characteristics of Building Materials

ASTM E 648(1998) Critical Radiant Flux of Floor-Covering Systems Using a
Radiant Heat Energy Source

CEILINGS & INTERIOR SYSTEMS CONTRACTORS ASSOCIATION (CISCA)

CISCA Access Floors(1987) Recommended Test Procedures for Access Floors

U.S. DEPARTMENT OF COMMERCE (DOC)

PS-1(1996) Voluntary Product Standard - Construction and Industrial
Plywood

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FS SS-T-312(Rev B; Int Am 1; Notice 2; Canc. Notice 1) Tile, Floor:
Asphalt, Rubber, Vinyl, and Vinyl Composition

INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS (ICBO)

ICBO Building Code(1997) Uniform Building Code (3 Vol.)

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA LD 3(1995) High-Pressure Decorative Laminates

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 75(1999) Protection of Electronic Computer/Data Processing
Equipment

NFPA 99(1999) Health Care Facilities

UNDERWRITERS LABORATORIES (UL)

UL 779(1995; Rev thru Jan 1997) Electrically Conductive Floorings

1.2 SYSTEM DESCRIPTION

Raised flooring shall be installed at the location and elevation and in
the arrangement shown on the drawings. The floor system shall be of the
\[stringer\] \[or\] \[stringerless\] type, complete with all
supplemental items, and shall be the standard product of a manufacturer
specializing in the manufacture of raised floor systems.

1.2.1 Floor Panels

Floor panel testing shall be conducted in accordance with CISCA Access
Floors. When tested as specified, all deflection and deformation
measurements shall be made at the point of load application on the top
surface of the panel. Floor panels shall be capable of supporting 1000
pounds concentrated load without deflecting more than 2.03 mm 0.080 inch
and without permanent deformation in excess of 0.25 mm 0.010 inch in any
of the specified tests. Floor panels shall be capable of supporting
11.97 KPa per square meter uniform live load without deflection more
than 1.02 mm. 0.040 inch. Floor panels shall be capable of supporting
2670N rolling load without deflecting more than 1.02 mm 0.040 inch and
without permanent deformation in excess of 0.51 mm. 0.020 inch. In
accordance with CISCA Access Floors, the permanent deformation limit
under rolling load shall be satisfied in all of the specified tests. In
the specified tests, the permanent deformation shall be measured after
10 passes with Wheel 1 and after 10,000 passes with Wheel 2.

1.2.2 Stringers

Stringers shall be capable of supporting a 1110 N 250 poundconcentrated
load at midspan without permanent deformation in excess of 0.25 mm.
0.010 inch.

1.2.3 Pedestals

Pedestals shall be capable of supporting a 22.24 kN 5000 poundaxial load
without permanent deformation.

1.2.4 Pedestal Adhesive

Adhesive shall be capable of securing a pedestal in place with
sufficient bonding strength to resist an overturning force of 113 Nm.
1000 inch pounds.

1.2.5 Bond Strength of Factory Installed Floor Covering

Bond strength of floor covering shall be sufficient to permit handling
of the panels by use of the panel lifting device, and to withstand
moving caster loads up to 4.45 kN, 1000 pounds, without separation of
the covering from the panel.

1.2.6 Leakage

When the space below the finished floor is to be an air plenum, air
leakage through the joints between panels and around the perimeter of
the floor system shall not exceed 0.15 L/s of air per linear meter 0.1
cubic foot of air per minute per linear foot of joint subjected to 2.5
mm,0.1 inch, water gauge, positive pressure in the plenum.

1.2.7 Grounding

The raised floor system shall be grounded for safety hazard and static
suppression.

1.3 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 01330 SUBMITTAL
PROCEDURES:

SD-02 Shop Drawings

Raised Floor System;

Drawings showing layout of the work, sizes and details of components,
details at floor perimeter, bracing to resist seismic or other lateral
loads, typical cutout details including size and shape limitation,
method of grounding, description of shop coating, and installation
height above structural floor.

SD-03 Product Data

Raised Floor System; \[\_\_\_\_\_\], \[\_\_\_\_\_\]

Manufacturer\'s descriptive data, catalog cuts, and installation
instructions. The data shall include information about any design and
production techniques, procedures and policies used to conserve energy,
reduce material, improve waste management or incorporate green
building/recycled products into the manufacturer of their components or
products. Cleaning and maintenance instructions shall be included.
Design calculations which demonstrate that the proposed floor system
meets requirements for seismic loading, prepared in accordance with
subparagraph Underfloor Bracing under paragraph PANEL SUPPORT SYSTEM and
ICBO Building Code. Certified copies of test reports may be submitted in
lieu of calculations.

SD-04 Samples

Raised Floor System; \[\_\_\_\_\_\], \[\_\_\_\_\_\]

One sample of each panel type and suspension system proposed for use.

SD-06 Test Reports

Tests; \[\_\_\_\_\_\], \[\_\_\_\_\_\]

Testing of Electrical Resistance; \[\_\_\_\_\_\], \[\_\_\_\_\_\]

Certified copies of test reports from an approved testing laboratory,
attesting that the proposed floor system components meet the performance
requirements specified.

SD-07 Certificates

Raised Floor System; \[\_\_\_\_\_\], \[\_\_\_\_\_\]

Certificate of compliance attesting that the raised floor system meets
specification requirements.

1.4 DELIVERY, STORAGE, AND HANDLING

Materials shall be stored in original protective packaging in a safe,
dry, and clean location and shall be handled in a manner to prevent
damage. Panels shall be stored at temperatures between 4 and 32 degrees
C, 40 and 90 degrees F, and between 20 percent and 70 percent humidity.

1.5 EXTRA MATERIALS

Spare floor panels, spare complete pedestal assemblies, and spare
stringers shall be furnished at the rate of one space for each 100 or
fraction thereof required.

1.6 OPERATION AND MAINTENANCE MANUALS

Provide maintenance instructions for proper care of the floor panel
surface. When conductive flooring is specified, require submittal of
maintenance instructions to identify special cleaning and maintenance
requirements to maintain \"conductivity\" properties of the panel
finish.

PART 2 PRODUCTS

2.1 FLOOR PANELS

2.1.1 Panel Construction

Except for edge panels, panel size shall be \[600 by 600\]
\[\_\_\_\_\_\] mm.\[24 by 24\] \[\_\_\_\_\_\] inches. Finished panels
shall be within a 0.25 mm 0.010 inch tolerance of the nominal size, and
shall be square within a tolerance of 0.38 mm 0.015 inch measured
corner-to-corner. The top surface of panels shall be flat within a 0.51
mm 0.020 inchtolerance measured corner-to-corner. Panels shall be
permanently marked to indicate load rating and model number.

2.1.1.1 Aluminum Panels

Aluminum panels shall be of die-cast or extruded construction.

2.1.1.2 Hollow Formed Steel Panels

Steel panels shall be of die-formed construction, consisting of a flat
steel top sheet welded to one or more formed steel stiffener sheets.
Panels shall be chemically cleaned, bonderized, and painted with the
manufacturer\'s standard finish.

2.1.1.3 Metal-Clad Cementitious Fill Panel (Composite Panels)

Composite panels shall be of die-formed steel construction totally
enclosing the panel, including the top surface. The void spaces between
the top sheet and the formed steel bottom sheet shall be completely
filled with an incombustible cementitious or concrete material.

2.1.1.4 Metal-Clad Wood Core Panels

Wood core panels shall have cores of wood particleboard conforming to
ANSI A208.1, Grade 1-M-3, or of plywood conforming to PS-1,
EXT-DFPA-C-C. The core shall be not less than 25 mm 1 inch thick, and
shall be faced on both sides with structurally bonded zinc-coated steel
sheets not lighter than 0.70 mm (24 gauge). 24 gauge. All edges and
corners shall be sealed with zinc-coated steel or extruded aluminum. The
completed panels shall have a flame spread rating of 25 or less when
tested in accordance with ASTM E 84.

2.1.1.5 Concrete Panels

Concrete panels shall be of lightweight structural concrete with either
structural reinforcing or a die-formed, electro-galvanized steel bottom
pan. All concrete surfaces including those resulting from field cuts
shall be sealed with the manufacturer\'s standard sealer before covering
the surfaces with other materials.

2.1.2 Floor Covering

Floor panels shall be surfaced with materials firmly bonded in place
with waterproof adhesive. The electrical resistance shall remain stable
over the life expectancy of the floor covering. Any antistatic agent
used in the manufacturing process shall be an integral part of the
material, and shall not be surface applied. Bolt heads or similar
attachments shall not rise above the traffic surface.

2.1.2.1 High Pressure Laminate

High pressure laminate surfacing shall conform to NEMA LD 3, Grade HW
62. Total system electrical resistivity from the wearing surface of the
floor to the ground connection shall be between 150,000 ohms and
20,000,000,000 ohms.

2.1.2.2 Conductive Surfacing

Conductive surfacing shall conform to NEMA LD 3, Grade HW 62. The total
system electrical resistivity from the wearing surface of the floor to
the ground connection shall be between 25,000 ohms and 1,000,000 ohms.

2.1.2.3 Conductive High Pressure Laminate

Conductive high pressure laminate floor surfacing shall conform to FS
SS-T-312, Type III, Vinyl Tile and UL 779. The total system electrical
resistivity from the wearing surface of the floor to the ground
connection shall be between 25,000 ohms and 1,000,000 ohms.

2.1.2.4 Vinyl Composition Tile

Vinyl composition tile surfacing shall be 3 mm 1/8 inch thick conforming
to FS SS-T-312, Type IV, Composition \[1\] \[1 or 2\]. Tiles may be
approximately 300 mm 12 inches square or may be the full size of the
panel.

2.1.3 Edge Strip

Panels shall be edged with extruded vinyl edge strips secured in place
with mechanical interlock or adhesive bond, or shall be of a replaceable
type. Top of strip shall be approximately 3 mm 1/8 inch wide, and shall
be flush with the floor surfacing.

2.1.4 Accessories

Registers, grilles, perforated panels, and plenum dividers shall be
provided where indicated, and shall be the manufacturer\'s standard
type. Registers, grilles, and perforated panels shall be designed to
support the same static loads as floor panels without structural
failure, and shall be capable of delivering the air volumes indicated.
Registers and perforated panels shall be 25 percent open area and shall
be equipped with adjustable dampers.

2.1.5 Resilient Base

Base shall be manufacturers standard \[rubber\] \[or\] \[vinyl\]
\[straight style (installed with carpet)\] \[coved style (installed with
resilient flooring)\]. Base shall be \[100\] \[150\] mm \[4\] \[6\]
inches high and a minimum 3 mm 1/8 inch thick. \[Performed outside\]
\[Job Formed\] corners shall be furnished.

2.1.6 Lifting Device

Each individual room shall be provided with one floor panel lifting
device standard with the floor manufacturer. A minimum of two devices
shall be furnished.

2.2 PANEL SUPPORT SYSTEM

2.2.1 Pedestals

Pedestals shall be of steel or aluminum or a combination thereof.
Ferrous materials shall have a factory-applied corrosion-resistant
finish. Pedestal base plates shall provide a minimum of 10,300 square
millimeter 16 square inches of bearing surface and shall be a minimum of
3 mm 1/8 inch thick. Pedestal shafts shall be threaded to permit height
adjustment within a range of approximately 50 mm, 2 inches, to permit
overall floor adjustment within plus or minus 2.5 mm 0.10 inch of the
required elevation, and to permit leveling of the finished floor surface
within 1.56 mm 0.062 inch in 3000 mm10 feet in all directions. Locking
devices shall be provided to positively lock the final pedestal vertical
adjustments in place. Pedestal caps shall interlock with \[panels\]
\[stringers\] to preclude tilting or rocking of the panels.

2.2.2 Stringers

Stringers shall be of rolled steel or extruded aluminum, and shall
interlock with the pedestal heads to prevent lateral movement.

2.2.3 Underfloor Bracing

Special bracing to resist the effects of seismic or other forces shall
be in accordance with Section 13080 SEISMIC PROTECTION FOR MISCELLANEOUS
EQUIPMENT \[as shown on the approved detail drawings\].

2.3 FASCIA

Aluminum or steel fascia plates shall be provided at open ends of floor,
at sides of ramps and steps, and elsewhere as required to enclose the
free area under the raised floor. Steel plates shall have a factory
applied baked enamel finish. Finish on aluminum plates shall be as
standard with the floor system manufacturer. Fascia plates shall be
reinforced on the back, and shall be supported using the manufacturer\'s
standard lateral bracing at maximum 1200 mm 4 feet on center. Trim,
angles, and fasteners shall be provided as required.

2.4 STEPS AND RAMPS

Steps and ramps shall be securely fastened to the raised floor system
and to the structural floor. Construction shall include standard floor
system components and custom components as required, and shall include
all supports, fasteners, and trim necessary for a finished installation.
Step nosings, threshold strips, and floor bevel strips shall be cast or
extruded aluminum with nonslip traffic surfaces.

2.4.1 Steps

Height of risers shall not exceed 180 mm. 7 inches. Steps shall be
designed to support a uniform load of 7.18k Pa. 150 pounds per square
foot. Treads shall be surfaced with the manufacturer\'s standard nonslip
floor finish.

2.4.2 Ramps

Slope of ramps shall not exceed 25 mm 1 inch rise to 300 mm12 inches of
run. Ramps shall be designed to support the same loads as specified for
floor panels. Ramps shall be surfaced with the manufacturer\'s standard
nonslip floor finish.

2.5 RAILINGS

Railings shall be the double rail and post type, fabricated of at least
25 mm 1 inch round or square seamless aluminum tubing with a satin
natural anodized finish. At steps and ramps, the top rail shall be
approximately 900 mm 36 inches high and parallel to the incline. The top
rail shall be 1050 mm 42 inches high at open ends of the floor.
Guardrails shall have intermediate rails or an ornamental pattern such
that a sphere 100 m 4 inches in diameter cannot pass thru.

2.6 TESTS

Raised flooring shall be factory tested by an independent laboratory at
the same position and maximum design elevation and in the same
arrangement as shown on the drawings for installation so as to duplicate
service conditions as much as possible.

2.6.1 Load Tests

Floor panel, stringer, and pedestal testing shall be conducted in
accordance with CISCA Access Floors.

2.7 Test for Bond Strength of Factory Installed Floor Covering

The test panel shall be supported on pedestals and stringers as
specified for the installed floor. The supports shall be braced as
necessary to prevent sideways movement during the test. A test load of
4.45 kN1000 pounds shall be imposed on the test assembly through a hard
plastic caster 75 mm 3 inches in diameter and 25 mm 1 inchwide. The
caster shall be rolled completely across the center of the panel. The
panel shall withstand 20 passes of the caster with no delamination or
separation of the covering.

2.8 COLOR

Color shall be \[in accordance with Section 09915 COLOR SCHEDULE\]
\[\_\_\_\_\_\].

PART 3 EXECUTION

3.1 INSTALLATION

The floor system shall be installed in accordance with the
manufacturer\'s instructions and with the approved detail drawings. Open
ends of the floor, where the floor system does not abut wall or other
construction, shall have positive anchorage and rigid support. Areas to
receive raised flooring shall be maintained between 16 and 32 degrees C,
60 and 90 degrees F, and between 20 percent and 70 percent humidity for
24 hours prior to and during installation.

3.1.1 Preparation for Installation

The area in which the floor system is to be installed shall be cleared
of all debris. Structural floor surfaces shall be thoroughly cleaned and
all dust shall be removed. Floor coatings required for dust or vapor
control shall be installed prior to installation of pedestals only if
the pedestal adhesive will not damage the coating. If the coating and
adhesive are not compatible, the coating shall be applied after the
pedestals have been installed and the adhesive has cured.

3.1.2 Pedestals

Pedestals shall be accurately spaced, and shall be set plumb and in true
alignment. Base plates shall be in full and firm contact with the
structural floor, \[and shall be secured to the structural floor with
adhesive.\] \[and shall be secured to the structural floor with steel
expansion anchors.\]

3.1.3 Stringers

Stringers shall be interlocked with the pedestal caps to preclude
lateral movement, and shall be spaced uniformly in parallel lines at the
indicated elevation.

3.1.4 Auxiliary Framing

Auxiliary framing or pedestals shall be provided around columns and
other permanent construction, at sides of ramps, at open ends of the
floor, and beneath panels that are substantially cut to accommodate
utility systems. Special framing for additional lateral support shall be
as shown on the approved detail drawings.

3.1.5 Panels

The panels shall be interlocked with supports in a manner that will
preclude lateral movement. Perimeter panels, cutout panels, and panels
adjoining columns, stairs, and ramps must be fastened to the supporting
components to form a rigid boundary for the interior panels. Floors
shall be level within 2 mm measured with a 250 mm 1/16 inch measured
with a 10 foot straightedge in all directions. Cut edges of steel and
wood-core panels shall be painted as recommended by the panel
manufacturer. Cut edges of composite panels shall be coated with a
silicone rubber sealant or with an adhesive recommended by the panel
manufacturer. Extruded vinyl edging shall be secured in place at all cut
edges of all panel cut-outs to prevent abrasion of cables. Where the
space below the floor is a plenum, cutouts for conduit and similar
penetrations shall be closed using self-extinguishing sponge rubber.

3.1.6 Resilient Base

Base shall be provided at vertical wall intersections. Cracks and voids
in walls and other vertical surfaces to receive base shall be filled
with an approved filler. The base shall be applied after the floor
system has been completely installed. Base shall be applied with
adhesive in accordance with the manufacturer\'s recommendations.

3.1.7 Fascia Plates

Exposed floor ends and exposed openings of ramps and stairs shall be
covered with aluminum or steel closures.

3.1.8 Repair of Zinc Coating

Zinc coating that has been damaged, and cut edges of zinc-coated
components and accessories, shall be repaired by the application of a
galvanizing repair paint. Areas to be repaired shall be thoroughly
cleaned prior to application of the paint.

3.2 TESTING OF ELECTRICAL RESISTANCE

Testing of electrical resistance in the completed installation shall be
conducted in the presence of the Contracting Officer. Testing shall be
in accordance with NFPA 99 modified by placing one electrode on the
center of the panel surface and connecting the other electrode to the
metal flooring support. Measurements shall be made at five or more
locations. Each measurement shall be the average of five readings of 15
seconds duration at each location. During the tests, relative humidity
shall be 45 to 55 percent and temperature shall be 21 to 24 degrees C.
69 to 75 degrees F. The panels used in the testing will be selected at
random and will include two panels most distant from the ground
connection. Electrical resistance shall be measured with instruments
that are accurate within 2 percent and that have been calibrated within
60 days prior to the performance of the resistance tests. The
metal-to-metal resistance from panel to supporting pedestal shall not
exceed 10 ohms. The resistance between the wearing surface of the floor
covering and the ground connection, as measured on the completed
installation, shall be in accordance with paragraph FLOOR COVERING.

3.3 CLEANING AND PROTECTION

3.3.1 Cleaning

The space below the completed floor shall be free of all debris. Before
any traffic or other work on the completed raised floor is started, the
completed floor shall be cleaned in accordance with the floor covering
manufacturer\'s instructions.

3.3.2 Protection

Traffic areas of raised floor systems shall be protected with a covering
of building paper, fiberboard, or other suitable material to prevent
damage to the surface. Cutouts shall be covered with material of
sufficient strength to support the loads to be encountered. Plywood or
similar material shall be placed on the floor to serve as runways for
installation of heavy equipment. Protection shall be maintained until
the raised floor system is accepted.

3.4 FIRE SAFETY

An automatic detection system shall be installed below the raised floor
meeting the requirements of NFPA 75 paragraph 5-2.1 and shall sound an
audible and visual alarm. Air space below the raised floor shall be
subdivided into areas not exceeding 929 squared meters 10,000 square
feet by tight, noncombustible bulkheads. All penetrations for piping and
cables shall be sealed to maintain bulkhead properties.

**C. PACKAGING AND MARKING\
**

Mark materials delivered to the site as follows:

Facility Management Officer

American Embassy, Seoul, Korea

10, Namyoung-dong, Yongsan-gu, Seoul, Korea

**D. INSPECTION AND ACCEPTANCE\
**

The COR, or his/her authorized representatives, will inspect from time
to time the services being performed and the supplies furnished to
determine whether work is being performed in a satisfactory manner, and
that all supplies are of acceptable quality and standards.

The Contractor shall be responsible for any countermeasures or
corrective action, within the scope of this contract, which may be
required by the Contracting Officer as a result of such inspection.

[Substantial Completion]{.underline}: Definitions

\(a\) \"Substantial Completion\" means the stage in the progress of the
work as determined and certified by the Contracting Officer in writing
to the Contractor, on which the work (or a portion designated by the
Government) is sufficiently complete and satisfactory. Substantial
completion means that the property may be occupied or used for the
purpose for which it is intended, and only minor items such as touch-up,
adjustments, and minor replacements or installations remain to be
completed or corrected which:

\(1\) do not interfere with the intended occupancy or utilization of the
work, and

\(2\) can be completed or corrected within the time period required for
final completion.

\(b\) The \"date of substantial completion\" means the date determined
by the Contracting Officer or authorized Government representative as of
which substantial completion of the work has been achieved.

Use and Possession upon Substantial Completion

The Government shall have the right to take possession of and use the
work upon substantial completion. Upon notice by the Contractor that the
work is substantially complete (a Request for Substantial Completion)
and an inspection by the Contracting Officer or an authorized Government
representative (including any required tests), the Contracting Officer
shall furnish the Contractor a Certificate of Substantial Completion.
The certificate will be accompanied by a Schedule of Defects listing
items of work remaining to be performed, completed or corrected before
final completion and acceptance. Failure of the Contracting Officer to
list any item of work shall not relieve the Contractor of responsibility
for complying with the terms of the contract. The Government\'s
possession or use upon substantial completion shall not be deemed an
acceptance of any work under the contract.

[Final Completion and Acceptance]{.underline}: Definitions

\(a\) \"Final completion and acceptance\" means the stage in the
progress of the work as determined by the Contracting Officer and
confirmed in writing to the Contractor, at which all work required under
the contract has been completed in a satisfactory manner, subject to the
discovery of defects after final completion, and except for items
specifically excluded in the notice of final acceptance.

\(b\) The \"date of final completion and acceptance\" means the date
determined by the Contracting Officer when final completion of the work
has been achieved, as indicated by written notice to the Contractor.

Final Inspection and Tests

The Contractor shall give the Contracting Officer at least five (5) days
advance written notice of the date when the work will be fully completed
and ready for final inspection and tests. Final inspection and tests
will be started not later than the date specified in the notice unless
the Contracting Officer determines that the work is not ready for final
inspection and so informs the Contractor.

Final Acceptance

If the Contracting Officer is satisfied that the work under the contract
is complete (with the exception of continuing obligations), the
Contracting Officer shall issue to the Contractor a notice of final
acceptance and make final payment upon:

-Satisfactory completion of all required tests,

-a final inspection that all items by the Contracting Officer listed in
the Schedule of Defects have been completed or corrected and that the
work is finally complete (subject to the discovery of defects after
final completion), and

-submittal by the Contractor of all documents and other items required
upon completion of the work, including a final request for payment
(Request for Final Acceptance).

E - 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 15 calendar days after the
    date the Contractor receives the award,

(b) prosecute the work diligently, and,

(c) complete the entire work ready for use not later than 30 calendar
    days.

The time stated for completion shall include final cleanup of the
premises and completion of punch list items.

52.211-12 LIQUIDATED DAMAGES - CONSTRUCTION (SEP 2000)

N/A

[CONTRACTOR\'S SUBMISSION OF CONSTRUCTION SCHEDULES]{.underline}

\(a\) The time for submission of the schedules referenced in FAR
52.236-15, \"Schedules for Construction Contracts\", paragraph (a), is
hereby modified to reflect the due date for submission as \" 3 calendar
days after receipt of an executed contract\".

\(b\) These schedules shall include the time by which shop drawings,
product data, samples and other submittals required by the contract will
be submitted for approval.

\(c\) The Contractor shall revise such schedules (1) to account for the
actual progress of the work, (2) to reflect approved adjustments in the
performance schedule, and (3) as required by the Contracting Officer to
achieve coordination with work by the Government and any separate
contractors used by the Government. The Contractor shall submit a
schedule, which sequences work so as to minimize disruption at the job
site.

\(d\) All deliverables shall be in the English language and any system
of dimensions (English or metric) shown shall be consistent with that
used in the contract. No extension of time shall be allowed due to delay
by the Government in approving such deliverables if the Contractor has
failed to act promptly and responsively in submitting its deliverables.
The contractor shall identify each deliverable as required by the
contract.

\(e\) Acceptance of Schedule: When the Government has accepted any time
schedule; it shall be binding upon the Contractor. The completion date
is fixed and may be extended only by a written contract modification
signed by the Contracting Officer. Acceptance or approval of any
schedule or revision thereof by the Government shall not:

(1) Extend the completion date or obligate the Government to do so,

(2) Constitute acceptance or approval of any delay, or

(3) Excuse the Contractor from or relieve the Contractor of its
    obligation to maintain the progress of the work and achieve final
    completion by the established completion date.

[Notice Of Delay]{.underline}

If the Contractor receives a notice of any change in the work, or if any
other conditions arise which are likely to cause or are actually causing
delays which the Contractor believes may result in late completion of
the project, the Contractor shall notify the Contracting Officer. The
Contractor's notice shall state the effect, if any, of such change or
other conditions upon the approved schedule, and shall state in what
respects, if any, the relevant schedule or the completion date should be
revised. The Contractor shall give such notice promptly, not more than
ten (10) days after the first event giving rise to the delay or
prospective delay. Only the Contracting Officer may make revisions to
the approved time schedule.

[Notice to Proceed]{.underline}

\(a\) After receiving and accepting any bonds or evidence of insurance,
the Contracting Officer will provide the Contractor a Notice to Proceed.
The Contractor must then prosecute the work, commencing and completing
performance not later than the time period established in the contract.

\(b\) It is possible that the Contracting Officer may elect to issue the
Notice to Proceed before receipt and acceptance of any bonds or evidence
of insurance. Issuance of a Notice to Proceed by the Government before
receipt of the required bonds or insurance certificates or policies
shall not be a waiver of the requirement to furnish these documents.

[Working Hours]{.underline}

All work shall be performed during ***08:30 \~ 17:00, Monday to Friday
and 08:00 \~ 22:00, Saturday to Sunday.*** Other hours, if requested by
the Contractor, may be approved by the Contracting Officer\'s
Representative (COR). The Contractor shall give 24 hours in advance to
COR who will consider any deviation from the hours identified above.
Changes in work hours, initiated by the Contractor, will not be a cause
for a price increase.

[Preconstruction Conference]{.underline}

A preconstruction conference will be held 3 days after contract award at
***GSO*** to discuss the schedule, submittals, notice to proceed,
mobilization and other important issues that effect construction
progress. See FAR 52.236-26, Preconstruction Conference.

[Deliverables]{.underline}

The following items shall be delivered under this contract:

[Description]{.underline} [Quantity]{.underline} [Delivery
Date]{.underline} [Deliver to:]{.underline}

Section G. Securities/Insurance 1 7 days after award Contracting Officer

Section E. Construction Schedule RFQ package COR

Section E Preconstruction Conference 1 3 days after award COR

Section G. Personnel Biographies 1 3 days after award COR

Section F. Payment Request 1 last calendar day of COR

each month

Section D. Request for Substantial 1 3 days before inspection COR

Completion

Section D Request for Final Acceptance 1 3 days before inspection COR

**F ADMINISTRATIVE DATA**

652.242-70 CONTRACTING OFFICER\'S REPRESENTATIVE (COR) (AUG 1999)

\(a\) The Contracting Officer may designate in writing one or more
Government employees, by name or position title, to take action for the
Contracting Officer under this contract. Each designee shall be
identified as a Contracting Officer's Representative (COR). Such
designation(s) shall specify the scope and limitations of the authority
so delegated; provided, that the designee shall not change the terms or
conditions of the contract, unless the COR is a warranted Contracting
Officer and this authority is delegated in the designation.

\(b\) The COR for this contract is \_[Facility Management
Officer]{.underline}

[Payment]{.underline}: The Contractor\'s attention is directed to
Section H, 52.232-5, \"Payments Under Fixed-Price Construction
Contracts\". The following elaborates on the information contained in
that clause.

Requests for payment, may be made no more frequently than monthly.
Payment requests shall cover the value of labor and materials completed
and in place, including a prorated portion of overhead and profit.

After receipt of the Contractor\'s request for payment, and on the basis
of an inspection of the work, the Contracting Officer shall make a
determination as to the amount, which is then due. If the Contracting
Officer does not approve payment of the full amount applied for, less
the retainage allowed by in 52.232-5, the Contracting Officer shall
advise the Contractor as to the reasons.

Under the authority of 52.232-27(a), the 14 day period identified in FAR
52.232-27(a)(1)(i)(A) is hereby changed to 30 days.

**G. SPECIAL REQUIREMENTS\
**

[Performance/Payment Protection]{.underline}

Reserved

[Insurance]{.underline}

The Contractor is required by FAR 52.228-5, \"Insurance - Work on a
Government Installation\" to provide whatever insurance is legally
necessary. The Contractor shall at its own expense provide and maintain
during the entire performance period the following insurance amounts:

General Liability (includes premises/operations, collapse hazard,
products, completed operations, contractual, independent contractors,
broad form property damage, personal injury)

1\. Bodily Injury on or off the site stated in Korean Won:

\$5,000.00

2\. Property Damage on or off the site in Korean Won:

N/A***\
***

The foregoing types and amounts of insurance are the minimums required.
The Contractor shall obtain any other types of insurance required by
local law or that are ordinarily or customarily obtained in the location
of the work. The limit of such insurance shall be as provided by law or
sufficient to meet normal and customary claims.

The Contractor agrees that the Government shall not be responsible for
personal injuries or for damages to any property of the Contractor, its
officers, agents, servants, and employees, or any other person, arising
from and incident to the Contractor\'s performance of this contract. The
Contractor shall hold harmless and indemnify the Government from any and
all claims arising therefrom, except in the instance of gross negligence
on the part of the Government.

The Contractor shall obtain adequate insurance for damage to, or theft
of, materials and equipment in insurance coverage for loose transit to
the site or in storage on or off the site.

The general liability policy required of the Contractor shall name \"the
United States of America, acting by and through the Department of
State\", as an additional insured with respect to operations performed
under this contract.

[Document Descriptions\
]{.underline}

Supplemental Documents: The Contracting Officer shall furnish from time
to time such detailed drawings and other information as is considered
necessary, in the opinion of the Contracting Officer, to interpret,
clarify, supplement, or correct inconsistencies, errors or omissions in
the Contract documents, or to describe minor changes in the work not
involving an increase in the contract price or extension of the contract
time. The Contractor shall comply with the requirements of the
supplemental documents, and unless prompt objection is made by the
Contractor within 20 days, their issuance shall not provide for any
claim for an increase in the Contract price or an extension of contract
time.

Record Documents. The Contractor shall maintain at the project site:

1.  a current marked set of Contract drawings and specifications
    indicating all interpretations and clarification, contract
    modifications, change orders, or any other departure from the
    contract requirements approved by the Contracting Officer; and,

2.  a complete set of record shop drawings, product data, samples and
    other submittals as approved by the Contracting Officer.

\"As-Built\" Documents: After final completion of the work, but before
final acceptance thereof, the Contractor shall provide:

1.  a complete set of \"as-built\" drawings, based upon the record set
    of drawings, marked to show the details of construction as actually
    accomplished; and,

2.  record shop drawings and other submittals, in the number and form as
    required by the specifications.

[Laws and Regulations]{.underline}

The Contractor shall, without additional expense to the Government, be
responsible for complying with all laws, codes, ordinances, and
regulations applicable to the performance of the work, including those
of the host country, and with the lawful orders of any governmental
authority having jurisdiction. Host country authorities may not enter
the construction site without the permission of the Contracting Officer.
Unless otherwise directed by the Contracting Officer, the Contractor
shall comply with the more stringent of the requirements of such laws,
regulations and orders and of the contract. In the event of a conflict
between the contract and such laws, regulations and orders, the
Contractor shall promptly advise the Contracting Officer of the conflict
and of the Contractor\'s proposed course of action for resolution by the
Contracting Officer.

The Contractor shall comply with all local labor laws, regulations,
customs and practices pertaining to labor, safety, and similar matters,
to the extent that such compliance is not inconsistent with the
requirements of this contract.

The Contractor shall give written assurance to the Contracting Officer
that all subcontractors and others performing work on or for the project
have obtained all requisite licenses and permits.

The Contractor shall submit proper documentation and evidence
satisfactory to the Contracting Officer of compliance with this clause.

[Construction Personnel]{.underline}

The Contractor shall maintain discipline at the site and at all times
take all reasonable precautions to prevent any unlawful, riotous, or
disorderly conduct by or among those employed at the site. The
contractor shall ensure the preservation of peace and protection of
persons and property in the neighborhood of the project against such
action. The Contracting Officer may require, in writing, that the
Contractor remove from the work any employee that the Contracting
Officer deems incompetent, careless, insubordinate or otherwise
objectionable, or whose continued employment on the project is deemed by
the Contracting Officer to be contrary to the Government\'s interests.

If the Contractor has knowledge that any actual or potential labor
dispute is delaying or threatens to delay the timely performance of this
contract, the Contractor shall immediately give notice, including all
relevant information, to the Contracting Officer.

After award, the Contractor has ten calendar days to submit to the
Contracting Officer a list of workers and supervisors assigned to this
project for the Government to conduct all necessary security checks. It
is anticipated that security checks will take **3 weeks** to perform.
For each individual the list shall include:

Full Name

Place and Date of Birth

Current Address

Identification number

Failure to provide any of the above information may be considered
grounds for rejection and/or resubmittal of the application. Once the
Government has completed the security screening and approved the
applicants a badge will be provided to the individual for access to the
site. This badge may be revoked at any time due to the falsification of
data, or misconduct on site.

The Contractor shall provide an English speaking supervisor on site at
all times. This position is considered as key personnel under this
purchase order.

[Materials and Equipment]{.underline}

All materials and equipment incorporated into the work shall be new and
for the purpose intended, unless otherwise specified. All workmanship
shall be of good quality and performed in a skillful manner that will
withstand inspection by the Contracting Officer.

[Special Warranties]{.underline}

Any special warranties that may be required under the contract shall be
subject to the stipulations set forth in 52.246-21, \"Warranty of
Construction\", as long as they are not in conflict.

The Contractor shall obtain and furnish to the Government all
information required to make any subcontractor\'s, manufacturer\'s, or
supplier\'s guarantee or warranty legally binding and effective. The
contractor shall submit both the information and the guarantee or
warranty to the Government in sufficient time to permit the Government
to meet any time limit specified in the guarantee or warranty, but not
later than completion and acceptance of all work under this contract.

[Equitable Adjustments]{.underline}

Any circumstance for which the contract provides an equitable adjustment
that causes a change within the meaning of paragraph (a) of the
\"Changes\" clause shall be treated as a change under that clause;
provided, that the Contractor gives the Contracting Officer prompt
written notice (within 20 days) stating:

(a) the date, circumstances, and applicable contract clause authorizing
    an equitable adjustment and

(b) that the Contractor regards the event as a changed condition for
    which an equitable adjustment is allowed under the contract.

The Contractor shall provide written notice of a differing site
condition within 10 calendar days of occurrence following FAR 52.236-2,
Differing Site Conditions.

[Zoning Approvals and Permits]{.underline}

The Government shall be responsible for:

-   obtaining proper zoning or other land use control approval for the
    project

-   obtaining the approval of the Contracting Drawings and
    Specifications

-   paying fees due for the foregoing; and,

-   for obtaining and paying for the initial building permits.

**H. CLAUSES**

52.252‑2 CLAUSES INCORPORATED BY REFERENCE (FEB 1998)

This contract incorporates one or more clauses by reference, with the
same force and effect as if they were given in full text. Upon request,
the Contracting Officer will make their full text available. Also, the
full text of a clause may be accessed electronically at this/these
address(es):

http://acquisition.gov/far/index.html or,
http://farsite.hill.af.mil/search.htm

These addresses are subject to change. If the Federal Acquisition
Regulation (FAR) is not available at the locations indicated above, use
the Dept. of State Acquisition Website at http://www.statebuy.state.gov
to see the links to the FAR. You may also use an Internet "search
engine" (e.g., Yahoo, Excite, Alta Vista, etc.) to obtain the latest
location of the most current FAR.

FEDERAL ACQUISITION REGULATION (48 CFR CH. 1)

[Clause]{.underline} [Title and Date\
]{.underline}

52.204-9 PERSONAL IDENTIFICATION VERIFICATION OF CONTRACTOR PERSONNEL
(JAN 2006)

52.209-6 Protecting the Government\'s Interest When Subcontracting with

Contractors Debarred, Suspended, or Proposed for Debarment

(SEP 2006)

52.213-4 Terms and Conditions-Simplified Acquisitions (Other than
Commercial

Items) (SEP 2006)

1.  Notice to the Government of Labor Disputes (FEB 1997)

```{=html}
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```
19. Child Labor -- Cooperation with Authorities and Remedies (JAN 2004)

52.222-50 COMBATING TRAFFICKING IN PERSONS (APR 2006)

10. Notice of Buy American Act/Balance of Payments Program---

Construction Materials (FEB 2000)

52.225-13 Restrictions on Certain Foreign Purchases (FEB 2006)

52.225-14 Inconsistency Between English Version and Translation of

Contract (AUG 1989)

52.228-4 Workers' Compensation and War-Hazard Insurance Overseas (APR
1984)

52.228-5 Insurance - Work on a Government Installation (JAN 1997)

52.228-11 Pledges of Assets (FEB 1990)

52.228-13 Alternative Payment Protection (JUL 2000)

52.229-6 Taxes - Foreign Fixed-Price Contracts (JUN 2003)

52.232-5 Payments under Fixed-Price Construction Contracts (SEP 2002)

52.232-8 Discounts for Prompt Payment (FEB 2002)

52.232-11 Extras (APR 1984)

52.232-18 Availability of Funds (APR 1984)

52.232-24 Prohibition of Assignment of Claims (JAN 1986)

52.232-27 Prompt Payment for Construction Contracts (SEP 2005)

52.232-34 Payment by Electronic Funds Transfer -- Other than Central
Contractor Registration (MAY 1999)

52.233-1 Disputes (JUL 2002) Alternate I (DEC 1991)

52.233-3 Protest after Award (AUG 1996)

52.236-2 Differing Site Conditions (APR 1984)

52.236-3 Site Investigation and Conditions Affecting the Work (APR 1984)

52.236-5 Material and Workmanship (APR 1984)

52.236-6 Superintendence by the Contractor (APR 1984)

52.236-7 Permits and Responsibilities (NOV 1991)

52.236-8 Other Contracts (APR 1984)

52.236-9 Protection of Existing Vegetation, Structures,

Equipment, Utilities, and Improvements (APR 1984)

52.236-10 Operations and Storage Areas (APR 1984)

52.236-11 Use and Possession Prior to Completion (APR 1984)

52.236-12 Cleaning Up (APR 1984)

52.236-14 Availability and Use of Utility Services (APR 1984)

52.236-15 Schedules for Construction Contracts (APR 1984)

52.236-21 Specifications and Drawings for Construction (FEB 1997)

52.236-26 Preconstruction Conference (FEB 1995)

52.242-14 Suspension Of Work (APR 1984)

52.243-4 Changes (AUG 1987)

52.243-5 Changes and Changed Conditions (APR 1984)

52.244-6 Subcontracts for Commercial Items (SEP 2006)

52.245-4 Government-Furnished Property (Short Form) (JUN 2003)

52.246-12 Inspection of Construction (AUG 1996)

52.246-21 Warranty of Construction (APR 1984)

2.  Termination for Convenience of the Government (Fixed-Price)

(MAY 2004) Alternate I (APR 1984)

10. Default (Fixed-Price Construction) (APR 1984)

652.237-71 IDENTIFICATION/BUILDING PASS (APR 2004)

The following clauses are set forth in full text:

DEPARTMENT OF STATE ACQUISITION REGULATION (DOSAR) CLAUSES

DOSAR 652.236-70 ACCIDENT PREVENTION (APR 2004)

\(a\) *General*. The contractor shall provide and maintain work
environments and procedures which will safeguard the public and
Government personnel, property, materials, supplies, and equipment
exposed to contractor operations and activities; avoid interruptions of
Government operations and delays in project completion dates; and,
control costs in the performance of this contract. For these purposes,
the contractor shall:

\(1\) Provide appropriate safety barricades, signs and signal lights;

\(2\) Comply with the standards issued by any local government authority
having jurisdiction over occupational health and safety issues; and,

\(3\) Ensure that any additional measures the contracting officer
determines to be reasonably necessary for this purpose are taken.

\(4\) For overseas construction projects, the contracting officer shall
specify in writing additional requirements regarding safety if the work
involves:

\(i\) Scaffolding;

\(ii\) Work at heights above two (2) meters;

\(iii\) Trenching or other excavation greater than one (1) meter in
depth;

\(iv\) Earth moving equipment;

\(v\) Temporary wiring, use of portable electric tools, or other
recognized electrical hazards. Temporary wiring and portable electric
tools require the use of a ground fault circuit interrupter (GFCI) in
the affected circuits; other electrical hazards may also require the use
of a GFCI;

\(vi\) Work in confined spaces (limited exits, potential for oxygen less
that 19.5 percent or combustible atmosphere, potential for solid or
liquid engulfment, or other hazards considered to be immediately
dangerous to life or health such as water tanks, transformer vaults,
sewers, cisterns, etc.);

\(vii\) Hazardous materials -- a material with a physical or health
hazard including but not limited to, flammable, explosive, corrosive,
toxic, reactive or unstable, or any operations which creates any kind of
contamination inside an occupied building such as dust from demolition
activities, paints, solvents, etc.; or

\(viii\) Hazardous noise levels.

\(b\) *Records*. The contractor shall maintain an accurate record of
exposure data on all accidents incident to work performed under this
contract resulting in death, traumatic injury, occupational disease, or
damage to or theft of property, materials, supplies, or equipment. The
contractor shall report this data in the manner prescribed by the
contracting officer.

\(c\) *Subcontracts*. The contractor shall be responsible for its
subcontractors' compliance with this clause.

\(d\) *Written program.* Before commencing work, the contractor shall:

\(1\) Submit a written plan to the contracting officer for implementing
this clause. The plan shall include specific management or technical
procedures for effectively controlling hazards associated with the
project; and,

\(2\) Meet with the contracting officer to discuss and develop a mutual
understanding relative to administration of the overall safety program.

\(e\) *Notification*. The contracting officer shall notify the
contractor of any non-compliance with these requirements and the
corrective actions required. This notice, when delivered to the
contractor or the contractor's representative on site, shall be deemed
sufficient notice of the non-compliance and corrective action required.
After receiving the notice, the contractor shall immediately take
corrective action. If the contractor fails or refuses to promptly take
corrective action, the contracting officer may issue an order suspending
all or part of the work until satisfactory corrective action has been
taken. The contractor shall not be entitled to any equitable adjustment
of the contract price or extension of the performance schedule on any
suspension of work order issued under this clause.

(End of clause)

652.242-73 AUTHORIZATION AND PERFORMANCE (AUG 1999)

\(a\) The contractor warrants the following:

\(1\) That is has obtained authorization to operate and do business in
the country or countries in which this contract will be performed;

\(2\) That is has obtained all necessary licenses and permits required
to perform this contract; and,

\(3\) That it shall comply fully with all laws, decrees, labor
standards, and regulations of said country or countries during the
performance of this contract.

\(b\) If the party actually performing the work will be a subcontractor
or joint venture partner, then such subcontractor or joint venture
partner agrees to the requirements of paragraph (a) of

this clause.

652.243-70 NOTICES (AUG 1999)

Any notice or request relating to this contract given by either party to
the other shall be in writing. Said notice or request shall be mailed or
delivered by hand to the other party at the address provided in the
schedule of the contract. All modifications to the contract must be made
in writing by the contracting officer.

652.229-71 PERSONAL PROPERTY DISPOSITION AT POSTS ABROAD (AUG 1999)

Regulations at 22 CFR Part 136 require that U.S. Government employees
and their families do not profit personally from sales or other
transactions with persons who are not themselves entitled to exemption
from import restrictions, duties, or taxes. Should the contractor
experience importation or tax privileges in a foreign country because of
its contractual relationship to the United States Government, the
contractor shall observe the requirements of 22 CFR

Part 136 and all policies, rules, and procedures issued by the chief of
mission in that foreign country.

**I. LIST OF ATTACHMENTS**

[ATTACHMENT NO.]{.underline} [DESCRIPTION OF ATTACHMENT]{.underline}
[NO.PAGES]{.underline}

Attachment 1 Sample Bank Letter of Guaranty 1

Attachment 2 Breakdown of Price by Divisions 1

of Specifications

Attachment 3 Drawings will be provided with at the conference.

**J. QUOTATION INFORMATION**

A. QUALIFICATIONS OF OFFERORS

Offerors/quoters must be technically qualified and financially
responsible to perform the work described in this solicitation. At a
minimum, each Offeror/Quoter must meet the following requirements:

\(1\) Be able to understand written and spoken English;

\(2\) Have an established business with a permanent address and
telephone listing;

\(3\) Be able to demonstrate prior construction experience with suitable
references;

\(4\) Have the necessary personnel, equipment and financial resources
available to perform the work;

\(5\) Have all licenses and permits required by local law;

\(6\) Meet all local insurance requirements;

\(7\) Have the ability to obtain or to post adequate performance
security, such as bonds, irrevocable letters of credit or guarantees
issued by a reputable financial institution;

\(8\) Have no adverse criminal record; and

\(9\) Have no political or business affiliation which could be
considered contrary to the interests of the United States.

B. SUBMISSION OF QUOTATIONS

This solicitation is for the performance of the construction services
described in SCOPE OF WORK, and the Attachments which are a part of this
request for quotation.

Each quotation must consist of the following:

[Volume]{.underline} [Title]{.underline} [No. of Copies]{.underline}\*

I Standard Form 1442 including a completed [\_\_\_2\_]{.underline}

Attachment 2, \"[BREAKDOWN OF]{.underline}

[PROPOSAL PRICE BY DIVISIONS OF SPECIFICATIONS.\
]{.underline}

II Performance schedule in the form of a \"bar \_\_\_[2]{.underline} \_

chart\" and Business Management/Technical

Proposal.

Submit the complete quotation to the address indicated on Standard Form
1442, if mailed, or the address set forth below, if hand delivered.

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

The Offeror/Quoter shall identify and explain/justify any deviations,
exceptions, or conditional assumptions taken with respect to any of the
instructions or requirements of this request for quotation in the
appropriate volume of the offer.

Volume II: Performance schedule and Business Management/Technical
Proposal.

\(a\) Present the performance schedule in the form of a \"bar chart\"
indicating when the various portions of the work will be commenced and
completed within the required schedule. This bar chart shall be in
sufficient detail to clearly show each segregable portion of work and
its planned commencement and completion date.

\(b\) The Business Management/Technical Proposal shall be in two parts,
including the following information:

[Proposed Work Information]{.underline} - Provide the following:

\(1\) A list of the names, addresses and telephone numbers of the
owners, partners, and principal officers of the Offeror;

\(2\) The name and address of the Offeror\'s field superintendent for
this project;

\(3\) A list of the names, addresses, and telephone numbers of
subcontractors and principal materials suppliers to be used on the
project, indicating what portions of the work will be performed by them;
and,

\(4\) Bar chart indicating various portions of the work; when work will
commence and be completed in each section.

[Experience and Past Performance]{.underline} - List all contracts and
subcontracts your company has held over the past three years for the
same or similar work. Provide the following information for each
contract and subcontract:

\(1\) Customer\'s name, address, and telephone numbers of customer\'s
lead contract and technical personnel;

\(2\) Contract number and type;

\(3\) Date of the contract award place(s) of performance, and completion
dates; Contract dollar value;

\(4\) Brief description of the work, including responsibilities; and

\(5\) Any litigation currently in process or occurring within last 5
years.

C.\`52.236-27 SITE VISIT (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.

\(b\) A site visit has been scheduled for

\(c\) Participants will meet at ***\[***

D. \`MAGNITUDE OF CONSTRUCTION PROJECT

It is anticipated that the range in price of this contract will be:

# LATE QUOTATIONS. Late quotations shall be handled in accordance with FAR 

F. [52.252‑1 SOLICITATION PROVISIONS INCORPORATED BY REFERENCE (FEB
1998)]{.underline}

This contract incorporates the following provisions by reference, with
the same force and effect as if they were given in full text. Upon
request, the Contracting Officer will make their full text available.
The offeror is cautioned that the listed provisions may include blocks
that must be completed by the offeror and submitted with its quotation
or offer. In lieu of submitting the full text of those provisions, the
offeror may identify the provision by paragraph identifier and provide
the appropriate information with its quotation or offer. Also, the full
text of a solicitation provision may be accessed electronically at:

http://acquisition.gov/far/index.html/ or,
<http://farsite.hill.af.mil/search.htm>

These addresses are subject to change. If the Federal Acquisition
Regulation (FAR) is not available at the locations indicated above, use
of an Internet \"search engine\" (such as, Yahoo, Infoseek, Alta Vista,
etc.) is suggested to obtain the latest location of the most current
FAR.

http://www.statebuy.state.gov

[FEDERAL ACQUISITION REGULATION (48 CFR CH. 1)]{.underline}

> 52.215-1 INSTRUCTIONS TO OFFERORS\--COMPETITIVE ACQUISITION (JAN
> 2004), which is incorporated by reference into this solicitation.

##  {#section .unnumbered}

[THE FOLLOWING DOSAR PROVISION IS PROVIDED IN FULL TEXT:]{.underline}

## K. EVALUATION CRITERIA {#k.-evaluation-criteria .unnumbered}

Award will be made to the lowest priced, acceptable, responsible quoter.
The Government reserves the right to reject quotations that are
unreasonably low or high in price.

The Government will determine acceptability by assessing the offeror\'s
compliance with the terms of the RFQ. The Government will determine
responsibility by analyzing whether the apparent successful quoter
complies with the requirements of FAR 9.1, including:

-   ability to comply with the required performance period, taking into
    consideration all existing commercial and governmental business
    commitments;

-   satisfactory record of integrity and business ethics;

-   necessary organization, experience, and skills or the ability to
    obtain them;

-   necessary equipment and facilities or the ability to obtain them;
    and

-   otherwise qualified and eligible to receive an award under
    applicable laws and regulations.

**SECTION L - REPRESENTATIONS, CERTIFICATIONS AND OTHER**

**STATEMENTS OF OFFERORS OR QUOTERS**

L.1 [52.204-3 TAXPAYER IDENTIFICATION (OCT 1998)]{.underline}

\(a\) Definitions.

\"Common parent\", as used in this provision, means that corporate
entity that owns or controls an affiliated group of corporations that
files its Federal income tax returns on a consolidated basis, and of
which the offeror is a member.

\"Taxpayer Identification Number (TIN)\", as used in this provision,
means the number required by the IRS to be used by the offeror in
reporting income tax and other returns. The TIN may be either a Social
Security Number or an Employer Identification Number.

\(b\) All offerors must submit the information required in paragraphs
(d)through (f) of this provision in order to comply with debt collection
requirements of 31 U.S.C. 7701(c) and 3325 (d), reporting requirements
of 26 USC 6041, 6041A, and 6050M and implementing regulations issued by
the Internal Revenue Service (IRS). If the resulting contract is subject
to the reporting requirements described in FAR 4.904, the failure or
refusal by the offeror to furnish the information may result in a 31
percent reduction of payments otherwise due under the contract.

\(c\) The TIN may be used by the Government to collect and report on any
delinquent amounts arising out of the offeror's relationship with the
Government (3l USC 7701( c)(3)). If the resulting contract is subject to
the payment reporting requirements described in FAR 4.904, the TIN
provided hereunder may be matched with IRS records to verify the
accuracy of the offeror's TIN.

\(d\) Taxpayer Identification Number (TIN).

TIN: \_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\_\_\_ TIN has been applied for.

\_\_\_ TIN is not required because:

\_\_ Offeror is a nonresident alien, foreign corporation, or foreign
partnership that does not have income effectively connected with the
conduct of a trade or business in the U.S. and does not have an office
or place of business or a fiscal paying agent in the U.S.;

\_\_ Offeror is an agency or instrumentality of a foreign government;

\_\_ Offeror is an agency or instrumentality of the Federal Government.

\(e\) Type of Organization.

\_\_ Sole Proprietorship;

\_\_ Partnership:

\_\_ Corporate Entity (not tax exempt);

\_\_ Corporate Entity (tax exempt);

\_\_ Government entity (Federal, State, or local);

\_\_ Foreign government;

\_\_ International organization per 26 CFR 1.6049-4;

\_\_ Other
\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\(f\) Common Parent.

\_\_\_ Offeror is not owned or controlled by a common parent as defined
in paragraph (a) of this clause.

\_\_\_ Name and TIN of common parent;

Name
\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

TIN
\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

(End of provision)

L.2 [52.204-6 CONTRACTOR IDENTIFICATION NUMBER -DATA UNIVERSAL NUMBERING
SYSTEM (DUNS) NUMBER (OCT 2003)]{.underline}

\(a\) The offeror shall enter, in the block with its name and address on
the cover page of its offer, the annotation "DUNS" or "DUNS+4" followed
by the DUNS number or DUNS+4 that identifies the offeror's name and
address exactly as stated in the offer. The DUNS number if a nine-digit
number assigned by Dun and Bradstreet Information Services. The DUNS+4
is the DUNS number plus a 4-character suffix that may be assigned at the
discretion of the offeror to establish additional CCR records for
identifying alternative Electronic Funds Transfer (EFT) accounts (see
Subpart 32.11) for the same parent company.

If the offeror does not have a DUNS number, it should contact Dun and
Bradstreet directly to obtain one.

An offeror may obtain a DUNS number-

If located within the United States, by calling Dun and Bradstreet at
1-866-705-5711 or via the Internet at
[http://www.dnb.com](http://www.dnb.com/); or

If located outside the United States, by contacting the local Dun and
Bradstreet office.

\(2\) The offeror should be prepared to provide the following
information:

Company legal business name.

Trade style, doing business, or other name by which your entity is
commonly recognized.

Company physical street address, city, state and Zip Code.

Company mailing address, city, state and Zip Code (if separate from
physical)

Company telephone number

Date the company was started.

Number of employees at your location.

Chief executive officer/key manager.

Line of business (industry)

Company Headquarters name and address (reporting relationship within
your entity).

L.3 [52.204-8 Annual Representations and Certifications]{.underline}
[(Jan 2006)]{.underline}

(a)(1) The North American Industry Classification System (NAICS) code
for this acquisition is 236220, 237510, 237990, 236118, 237100.

\(2\) The small business size standard is \$28.5 million.

\(3\) The small business size standard for a concern which submits an
offer in its own name, other than on a construction or service contract,
but which proposes to furnish a product which it did not itself
manufacture, is 500 employees.

(b)(1) If the clause at 52.204-7, Central Contractor Registration, is
included in this solicitation, paragraph (c) of this provision applies.

\(2\) If the clause at 52.204-7 is not included in this solicitation,
and the offeror is currently registered in CCR, and has completed the
ORCA electronically, the offeror may choose to use paragraph (c) of this
provision instead of completing the corresponding individual
representations and certifications in the solicitation. The offeror
shall indicate which option applies by checking one of the following
boxes:

\[  \] (i) Paragraph (c) applies.

\[  \] (ii) Paragraph (c) does not apply and the offeror has completed
the individual representations and certifications in the solicitation.

\(c\) The offeror has completed the annual representations and
certifications electronically via the Online Representations and
Certifications Application (ORCA) website at
[[http://orca.bpn.gov]{.underline}](http://orca.bpn.gov/). After
reviewing the ORCA database information, the offeror verifies by
submission of the offer that the representations and certifications
currently posted electronically have been entered or updated within the
last 12 months, are current, accurate, complete, and applicable to this
solicitation (including the business size standard applicable to the
NAICS code referenced for this solicitation), as of the date of this
offer and are incorporated in this offer by reference (see FAR 4.1201);
except for the changes identified below \[*offeror to insert changes,
identifying change by clause number, title, date*\]. These amended
representation(s) and/or certification(s) are also incorporated in this
offer and are current, accurate, and complete as of the date of this
offer.

  -----------------------------------------------------------------------------------------------
  FAR Clause #            Title            Date      Change

        \_\_\_\_\_\_\_\_\_\_\_\_        \_\_\_\_\_\_\_\_\_       \_\_\_\_\_      \_\_\_\_\_\_\_
  -----------------------------------------------------------------------------------------------

Any changes provided by the offeror are applicable to this solicitation
only, and do not result in an update to the representations and
certifications posted on ORCA.

(End of provision)

L.4 AUTHORIZED CONTRACT ADMINISTRATOR

If the offeror does not fill‑in the blanks below, the official who
signed the offer will be deemed to be the offeror\'s representative for
Contract Administration, which includes all matters pertaining to
payments.

Name:
\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

Address:
\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

Telephone Number:
\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

L.5 [DEFENSE BASE ACT INSURANCE -- COVERED CONTRACTOR
EMPLOYEES]{.underline}

\(a\) Bidders/Offerors shall indicate below whether or not any of the
following categories of employees will be employed on the resultant
contract, and, if so, the number of such employees:

+---------------------------------------------+--------+--------------+
| **Category**                                | **Ye   | **Number**   |
|                                             | s/No** |              |
+---------------------------------------------+--------+--------------+
| \(1\) United States citizens or residents   |        |              |
+---------------------------------------------+--------+--------------+
| \(2\) Individuals hired in the United       |        |              |
| States, regardless of citizenship           |        |              |
+---------------------------------------------+--------+--------------+
| \(3\) Local nationals or third country      |        | Local        |
| nationals where contract performance takes  |        | nationals:   |
| place in a country [where there are         |        |              |
| no]{.underline} local workers' compensation |        | \_\_         |
| laws                                        |        | \_\_\_\_\_\_ |
|                                             |        | \_\_\_\_\_\_ |
|                                             |        |              |
|                                             |        | Third        |
|                                             |        | Country      |
|                                             |        | Nationals:   |
|                                             |        | \_           |
|                                             |        | \_\_\_\_\_\_ |
|                                             |        | \_\_\_\_\_\_ |
+---------------------------------------------+--------+--------------+
| \(4\) Local nationals or third country      |        | Local        |
| nationals where contract performance takes  |        | nationals:   |
| place in a country where there              |        |              |
| [are]{.underline} local workers'            |        | \_\_         |
| compensation laws                           |        | \_\_\_\_\_\_ |
|                                             |        | \_\_\_\_\_\_ |
|                                             |        |              |
|                                             |        | Third        |
|                                             |        | Country      |
|                                             |        | Nationals:   |
|                                             |        | \_           |
|                                             |        | \_\_\_\_\_\_ |
|                                             |        | \_\_\_\_\_\_ |
+---------------------------------------------+--------+--------------+

\(b\) If the bidder/offeror has indicated "yes" in block (a)(4) of this
provision, the bidder/offeror shall submit, as part of its offer, a
statement that indicates that such local nationals and/or third country
nationals will be provided workers' compensation coverage against the
risk of work injury or death under a local workers' compensation law.
For those employees, the bidder/offeror shall also assume liability
toward the employees and their beneficiaries for war-hazard injury,
death, capture, or detention, in accordance with the clause at FAR
52.228-4.

\(c\) If the bidder/offeror has indicated "yes" in blocks (a)(1), (2),
or (3) of this provision, the bidder/offeror shall compute Defense Base
Act insurance costs covering those employees pursuant to the terms of
the contract between the Department of State and the Department's
Defense Base Act insurance carrier at the rates specified in DOSAR
652.228-74. If DOSAR provision 652.228-74 is not included in this
solicitation, the bidder/offeror shall notify the contracting officer
before the closing date so that the solicitation can be amended
accordingly.

ATTACHMENT #1

***SAMPLE LETTER OF BANK GUARANTY***

Place \[ \]

Date \[ \]

Contracting Officer

U.S. Embassy, Seoul

Letter of Guaranty No. \_\_\_\_\_\_\_

SUBJECT: Performance and Guaranty

The Undersigned, acting as the duly authorized representative of the
bank, declares that the bank hereby guarantees to make payment to the
Contracting Officer by check made payable to the Treasurer of the United
States, immediately upon notice, after receipt of a simple written
request from the Contracting Officer, immediately and entirely without
any need for the Contracting Officer to protest or take any legal action
or obtain the prior consent of the Contractor to show any other proof,
action, or decision by an other authority, up to the sum of \[Amount
equal to 20% of the contract price in U.S. dollars during the period
ending with the date of final acceptance and 10% of the contract price
during contract guaranty period\], which represents the deposit required
of the contractor to guarantee fulfillment of his obligations for the
satisfactory, complete, and timely performance of the said contract
\[contract number\] for \[description of work\] at \[location of work\]
in strict compliance with the terms, conditions and specifications of
said contract, entered into between the Government and \[name of
contractor\] of \[address of contractor\] on \[contract date\], plus
legal charges of 10% per annum on the amount called due, calculated on
the sixth day following receipt of the Contracting Officer's written
request until the date of payment.

The undersigned agrees and consents that said contract may be modified
by Change Order or Supplemental Agreement affecting the validity of the
guaranty provided, however, that the amount of this guaranty shall
remain unchanged.

The undersigned agrees and consents that the Contracting Officer may
make repeated partial demands on the guaranty up to the total amount of
this guaranty, and the bank will promptly honor each individual demand.

This letter of guaranty shall remain in effect until 3 months after
completion of the guaranty period of Contract requirement.

-------------------------------------------------------------------------------------------------

Depository Institution: \[Name\]

Address: Location: \_\_\_\_\_\_\_\_\_\_\_\_\_\_

Representative(s): \_\_\_\_\_\_\_\_\_\_\_ \_\_\_\_\_\_\_\_\_\_\_ State
of Inc.: \_\_\_\_\_\_\_\_\_\_\_\_

\_\_\_\_\_\_\_\_\_\_\_ \_\_\_\_\_\_\_\_\_\_\_ Corporate Seal:

\_\_\_\_\_\_\_\_\_\_\_ \_\_\_\_\_\_\_\_\_\_\_

------------------------------------------------------------------------------------------------

Certificate of Authority is attached evidencing authority of the signer
to bind the bank to this document.

**ATTACHMENT #2**

**UNITED STATES DEPARTMENT OF STATE**

**BREAKDOWN OF PRICE BY DIVISIONS OF SPECIFICATIONS**

+-----------------+-------+--------+-----------+------------+---------+
| **(1)**         | **    | *      | **(4)**   | **(5)      | **(6)** |
|                 | (2)** | *(3)** |           | M          |         |
| **DIVISION**    |       |        | **LABOR** | ATERIALS** | **A     |
|                 | **U   | **     |           |            | MOUNT** |
| **DESCRIPTION** | NIT** | Q'TY** |           |            |         |
+-----------------+-------+--------+-----------+------------+---------+
| 1\. General     |       |        |           |            |         |
| Requirements/   |       |        |           |            |         |
|                 |       |        |           |            |         |
| Mobilization    |       |        |           |            |         |
+-----------------+-------+--------+-----------+------------+---------+
| 2\. Site Work   |       |        |           |            |         |
+-----------------+-------+--------+-----------+------------+---------+
| 3\. Concrete    |       |        |           |            |         |
+-----------------+-------+--------+-----------+------------+---------+
| 4\. Masonry     |       |        |           |            |         |
+-----------------+-------+--------+-----------+------------+---------+
| 5\. Metals      |       |        |           |            |         |
+-----------------+-------+--------+-----------+------------+---------+
| 6\. Wood and    |       |        |           |            |         |
| Plastic         |       |        |           |            |         |
+-----------------+-------+--------+-----------+------------+---------+
| 7\. Thermal and |       |        |           |            |         |
| Moisture        |       |        |           |            |         |
+-----------------+-------+--------+-----------+------------+---------+
| 8\. Doors and   |       |        |           |            |         |
| Windows         |       |        |           |            |         |
+-----------------+-------+--------+-----------+------------+---------+
| 9\. Finishes    |       |        |           |            |         |
+-----------------+-------+--------+-----------+------------+---------+
| 10\.            |       |        |           |            |         |
| Specialties     |       |        |           |            |         |
+-----------------+-------+--------+-----------+------------+---------+
| 11\. Equipment  |       |        |           |            |         |
+-----------------+-------+--------+-----------+------------+---------+
| 12\.            |       |        |           |            |         |
| Furnishings     |       |        |           |            |         |
+-----------------+-------+--------+-----------+------------+---------+
| 13\. Special    |       |        |           |            |         |
| Construction    |       |        |           |            |         |
+-----------------+-------+--------+-----------+------------+---------+
| 14\. Conveying  |       |        |           |            |         |
| Systems         |       |        |           |            |         |
+-----------------+-------+--------+-----------+------------+---------+
| 15\. Mechanical |       |        |           |            |         |
+-----------------+-------+--------+-----------+------------+---------+
| 16\. Electrical |       |        |           |            |         |
+-----------------+-------+--------+-----------+------------+---------+
| #### Direct     |       |        |           |            |         |
|  cost Total  {# |       |        |           |            |         |
| direct-cost-tot |       |        |           |            |         |
| al .unnumbered} |       |        |           |            |         |
+-----------------+-------+--------+-----------+------------+---------+
| #### 17.        |       |        |           |            |         |
|  Admin. Expense |       |        |           |            |         |
|  {#admin.-expen |       |        |           |            |         |
| se .unnumbered} |       |        |           |            |         |
+-----------------+-------+--------+-----------+------------+---------+
| #### 18. Ov     |       |        |           |            |         |
| erhead {#overhe |       |        |           |            |         |
| ad .unnumbered} |       |        |           |            |         |
+-----------------+-------+--------+-----------+------------+---------+
| #### 19         |       |        |           |            |         |
| . Profit {#prof |       |        |           |            |         |
| it .unnumbered} |       |        |           |            |         |
+-----------------+-------+--------+-----------+------------+---------+
| #               |       |        |           |            |         |
| ### In-direct c |       |        |           |            |         |
| ost Total {#in- |       |        |           |            |         |
| direct-cost-tot |       |        |           |            |         |
| al .unnumbered} |       |        |           |            |         |
+-----------------+-------+--------+-----------+------------+---------+
| #### Grand To   |       |        |           |            |         |
| tal {#grand-tot |       |        |           |            |         |
| al .unnumbered} |       |        |           |            |         |
+-----------------+-------+--------+-----------+------------+---------+

Allowance Items:

**PROPOSAL PRICE TOTAL:** Korean Won

Alternates (list separately do not total)

***Offeror: Date***