RFP.pdf

0011038652

Project No. N/A Title: Repair and Construction of Asphalt Concrete Pavements for Area IV and Kunsan Air Base (AB)

POC: Ms. Kim, Nam Sun at namsum.kim3.ln@mail.mil, Tel: 0503-355-3355 and Mr. Steve Edington at stephen.c.edington.civ@mail.mil, Tel:

0503-354-8111 NOTE: Questions shall be emailed to both POCs above.

MS. KIM, NAM SUN 02-7914-3339

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

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

16-Jul-2018

(RFP)

(IFB)

X

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

X

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

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______ calendar days and complete it w ithin ________ calendar days after receiving aw ard, notice to proceed. This performance period is mandatory, negotiable. (See _________________________Section F

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

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

YES X NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specified in Item 8 by ___________ local time ______________16 Aug 2018 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

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

B. An offer guarantee is, X is not required.

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

D. Offers providing less than _______180 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

411TH CONTRACTING SUPPORT BRIGADE, KOREA

RCC YONGSAN, UNIT #15289

APO AP 96205-5289

UNITED STATES

W91QVN

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

01:00 PM (hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX:TEL: 755-0638 TEL: FAX:

W91QVN18R0058 86

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

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

19. ACKNOWLEDGMENT OF AMENDMENTS

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

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

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

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

W91QVN18R0058

Section B - Supplies or Services and Prices

GENERAL DESCRIPTION

B-1. DESCRIPTION

a. The Contractor shall provide all labor, materials, equipment, transportation and other necessary resources for the Korea Wide General Construction contract in accordance with the Statement of Work (SOW), specifications, drawings, and terms and conditions contained herein.

b. The Statement of Work (SOW) in Section C defines the repair and upgrade of USFK facilities located in the Republic of Korea. Each individual task orders shall be issued and will specifically define the scope of work to be performed therein.

B-2. CONTRACT TYPE: This is a Multiple Award Indefinite Delivery, Indefinite Quantity (MA IDIQ) contract. All supplies/services will be obtained by individual task orders issued by the Contracting Officer, 411th

CSB, Korea.

B-3. MINIMUM GUARANTEE/MAXIMUM POTENTIAL COMBINED CEILING AMOUNT:

a. If the Government determines to make multiple awards, each IDIQ contract award will have a minimum guarantee of $5,000 for base year only regardless of the number of awards. The maximum potential ceiling amount of each IDIQ contract will be $7,500,000 including all potions. The total of all contracts awarded will not exceed the ceiling amount of $7,500,000 during the five years. This is the Government’s best estimate for level of effort required at this time.

b. The minimum guarantee for the total IDIQ is provided in the amount of $5,000 and shall be obligated by issuance of a delivery order during the base period. The maximum potential ceiling amount for the period, including all options, is $7,500,000. The guarantee/limitations by year will be equivalent to the Contract Korean Won Rate for the following dollar amounts.

Combined Area IV and Kunsan AB

Maximum Potential Combined Ceiling Amount

Base Year: $1,500,000 1st Options Period $1,500,000 2nd Options Period $1,500,000 3rd Options Period $1,500,000 4th Options Period $1,500,000

B-4. The Government anticipates award of multiple contracts as a result of this solicitation.

B-5. ELIGIBILITY FOR AWARD

All sources may submit a proposal or quote as applicable. However, the Republic of Korea (ROK)-United States (U.S.) Status of Forces Agreement (SOFA), precludes the U.S. Government from granting Invited Contractor or Technical Representative Status to any offeror, for this requirement. All sources submitting a proposal or quote, as applicable, including U.S. sources, must already have, or obtain the requisite business licenses directly from the ROK Government, and conduct business in accordance with all applicable ROK laws, including but not limited to, rules and policies regarding labor, taxation, and immigration. Any contractor not already doing business in Korea as a local source, must submit adequate verification in its initial proposal or quote, that it has the requisite authorization and capacity to compete for the requirement as a local source, and to perform the contract as a local source. If the initial proposal does not fully demonstrate this authorization and capacity, it will not be further considered for award. Whether an offeror qualifies as a local source shall be determined by the Contracting Officer."

B-6. The Maximum Potential Combined Ceiling Amount in this solicitation and the resulting contract is not the actual contract amount. The Maximum Potential Combined Ceiling Amount is the ceiling amount for the total price of delivery orders that the Government will issue in a given contract period, not to exceed the stated maximum amount in B-3.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job BASE YEAR for IDIQ, Repair Paving

FFP

Combined Area IV (USAG Daegu) and Kunsan AB

The contractor shall provide all necessary resources to repair and construct concrete pavements at Area IV and Kunsan AB in accordance with the statement of work, specifications, drawings, and all terms and conditions contained herein.

Actual work to be performed will be identified by individual delivery order issued under the line item.

***Unit price shall include total amounts covering all line items for Base Year Period of Attachment 1 in Section J***

FOB: Destination

NET AMT

War Hazard Losses

FFP

Estimated cost for War Hazard Losses is zero(0).

1ST OPTION YEAR for IDIQ, Repair Paving

FFP

Combined Area IV (USAG Daegu) and Kunsan AB

The contractor shall provide all necessary resources to repair and construct asphalt concrete pavements at Area IV and Kunsan AB in accordance with the statement of work, specifications, drawings, and all terms and conditions contained herein.

Actual work to be performed will be identified by individual delivery order issued under the line item.

***Unit price shall include total amounts covering all line items for 1st Option Year Period of Attachment 1 in Section J***

War Hazard Losses

FFP

2ND OPTION YEAR for IDIQ, Repair Paving

FFP

Combined Area IV (USAG Daegu) and Kunsan AB

The contractor shall provide all necessary resources to repair and construct asphalt concrete pavements at Area IV and Kunsan AB in accordance with the statement of work, specifications, drawings, and all terms and conditions contained herein.

Actual work to be performed will be identified by individual delivery order issued under the line item.

***Unit price shall include total amounts covering all line items for 2nd Option

War Hazard Losses

FFP

3RD OPTION YEAR for IDIQ, Repair Paving

FFP

Combined Area IV (USAG Daegu) and Kunsan AB

The contractor shall provide all necessary resources to repair and construct asphalt concrete pavements at Area IV and Kunsan AB in accordance with the statement of work, specifications, drawings, and all terms and conditions contained herein.

Actual work to be performed will be identified by individual delivery order issued under the line item.

***Unit price shall include total amounts covering all line items for 3rd Option

War Hazard Losses

FFP

4th OPTION YEAR for IDIQ, Repair Paving

FFP

Combined Area IV (USAG Daegu) and Kunsan AB

The contractor shall provide all necessary resources to repair and construct asphalt concrete pavements at Area IV and Kunsan in accordance with the statement of work, specifications, drawings, and all terms and conditions contained herein.

Actual work to be performed will be identified by individual delivery order issued under the line item.

***Unit price shall include total amounts covering all line items for 4th Option

War Hazard Losses

FFP

Section C - Descriptions and Specifications

ATOPSEC

ANTITERRORISM/OPRATIONS SECURITY REQUIREMENTS.

1. AT Level I training. This standard language is for contractor employees with an area of performance within an Army controlled installation, facility or area. All contractor employees, to include subcontractor employees, requiring access Army installations, facilities and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable and annually thereafter. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer, if a COR is not assigned, within 5 calendar days after completion of training by all employees and subcontractor personnel. AT level I awareness training is available at the following website: http://jko.jten.mil.

2. Access and general protection/security policy and procedures. This standard language is for contractor employees with an area of performance within Army controlled installation, facility, or area. Contractor and all associated sub-contractors employees shall provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

2a. For contractors requiring Common Access Card (CAC). Before CAC issuance, the contractor employee requires, at a minimum, a favorably adjudicated National Agency Check with Inquiries (NACI) or an equivalent or higher investigation in accordance with Army Directive 2014-05. The contractor employee will be issued a CAC only if duties involve one of the following: (1) Both physical access to a DoD facility and access, via logon, to DoD networks on-site or remotely; (2) Remote access, via logon, to a DoD network using DoD-approved remote access procedures; or (3) Physical access to multiple DoD facilities or multiple non-DoD federally controlled facilities on behalf of the DoD on a recurring basis for a period of 6 months or more. At the discretion of the sponsoring activity, an initial CAC may be issued based on a favorable review of the FBI fingerprint check and a successfully scheduled NACI at the Office of Personnel Management.

2b. For contractors that do not require CAC, but require access to a DoD facility or installation. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

4. iWATCH Training. This standard language is for contractor employees with an area of performance within an Army controlled installation, facility or area. The contractor and all associated sub-contractors shall brief all employees on the local iWATCH program (training standards provided by the requiring activity ATO). This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR. This training shall be completed within 30 calendar days of contract award and within 14 calendar days of new employees commencing performance with the results reported to the COR NLT 30 calendar days after contract award.

13. Threat Awareness Reporting Prohgram. For all contractors with security clearances. Per AR 381‐12 Threat Awareness and Reporting Program (TARP), contractor employees must receive annual TARP training by a CI agent or other trainer as specified in 2‐4b.

STATEMENT OF WORK (SOW)

TECHNICAL PROVISIONS - I

STATEMENT OF WORK (SOW)

01. DESCRIPTION: The work to be performed for completion of this project shall be in general as described below, and executed by one or more of the groups.

1. The contractor shall provide all labor, tools, equipment, transportation, supplies and any other resources necessary to accomplish the scope of work contained herein as listed on the pricing schedule for all US forces installations in Area IV and Kunsan Air Base (AB) in accordance with (IAW) the standard drawings and specifications.

2. The Standard Technical Specifications for O&MA Projects, Korea, Revision 1 dated 30 Oct 2015 are available on the 411th CSB Web Page, https://www.usfk.mil/Resources/ContractingwithUSFK.aspx

02. PRINCIPAL FEATURES: This project includes the following principal features:

02.1 Scope of Work – Kunsan AB

Schedule #I, Repair (K): Perform the following various asphalt/concrete pavements and related requirement works as listed on the pricing schedule listed in Section J.

1. Replace existing 2” thick asphalt concrete pavement with 6” thick base course and 11” thick sub-base course

2. Remove and dispose existing pavement markings.

3. Apply pavement markings.

4. Replace 18” high concrete curbs.

5. Replace 18” wide concrete gutters.

6. Replace 4’ wide concrete sidewalk with 4” thick base course.

7. Raise existing concrete manholes.

8. Raise existing valve boxes.

9. Lower existing concrete manholes.

10. Lower existing valve boxes.

11. Replace 12” diameter RCP drainage pipes.

12. Replace 18” diameter RCP drainage pipes.

13. Remove and dispose existing asphalt concrete pavement.

14. Remove and dispose existing asphalt concrete pavement.

15. Excavate and grade existing sub-grade.

16. Spot sodding on disturbed unpaved area.

17. Dispose 200CM of oil contaminated soil underneath pavement

Schedule #II, Construction (L): Perform the following various asphalt/concrete pavements and related requirement works as listed on the pricing schedule listed in Section J.

1. Construct 10,000 SY of 2” thick asphalt concrete pavement with 6” thick base course and 11” thick sub-base course.

2. Apply 1,000 SF of pavement markings.

3. Construct 400 LF of 18” high concrete curbs.

4. Construct 400 LF of 18” wide concrete gutters.

5. Construct 800 LF of 4’ wide concrete sidewalk with 4” thick base course.

6. Construct 800 LF of 6’ wide concrete sidewalk with 6” thick base course.

7. Install 800 LF of 12” diameter RCP drainage pipes.

8. Install 800 LF of 18” diameter RCP drainage pipes.

9. Solid sodding 100 SY on disturbed unpaved area.

Schedule #III, Paving Related Work: Perform the following various concrete pavements and related requirement works as listed on the pricing schedule listed in Section J.

1. Dispose Oil Contaminated Soil Underneath Pavement

2. Security Site: Increase _% of total D.O. Amount

02.2 Scope of Work – Area IV, Daegu

Schedule #I, Repair (K): Perform the following various asphalt/concrete pavements and related requirement works as listed on the pricing schedule listed in Section J.

1. Replace 75mm thick asphalt concrete(AC) pavement, 150mm thick base course and 280mm thick subbase course

(Standard drawing, C-203)

2. Replace 75mm thick asphalt concrete(AC) pavement on base course (Standard drawing, C-103)

3. Apply milling 50mm thick asphalt concrete(AC) pavement (Standard drawing, C-206)

4. Overlay 50mm thick asphalt concrete(AC) on asphalt concrete(AC) pavement (Standard drawing, C-204)

5. Overlay 75mm thick asphalt concrete(AC) on asphalt concrete(AC) pavement (Standard drawing, C-204)

6. Replace non reinforced 285mm thick portland cement concrete(PCC) pavement and 330mm thick base course (Standard drawing, C-103~C-106)

7. Replace reinforced 285mm thick portland cement concrete(PCC) pavement and 330mm thick base course

8. Replace 175mm width x 450mm height concrete curb (Standard drawing, C-303)

9. Replace concrete curb and gutter (Standard drawing, C-303)

10. Replace 100mm thick concrete sidewalk and 100mm thick base course (Standard drawing, C-305)

11. Raise concrete manhole cover (Standard drawing, C-908)

12. Raise gate valve box cover (Standard drawing, C-825)

13. Replace 150mm diameter polyvinyl chloride(PVC) drainage pipe

14. Replace 200mm diameter polyvinyl chloride(PVC) drainage pipe

15. Replace 300mm diameter reinforced concrete pipe(RCP) drainage

16. Replace 450mm diameter reinforced concrete pipe(RCP) drainage

17. Replace 600mm diameter reinforced concrete pipe(RCP) drainage

18. Replace 300mm width x 450mm depth concrete covered concrete ditch (Standard drawing, C-1001)

19. Replace 450mm width x 600mm depth concrete covered concrete ditch (Standard drawing, C-1001)

20. Replace 300mm width x 450mm depth concrete open ditch (Standard drawing, C-1005)

21. Replace 450mm width x 600mm depth concrete open ditch (Standard drawing, C-1005)

22. Replace 300mm width x 450mm depth steel grating covered concrete ditch (Standard drawing, C-1002)

23. Replace 450mm width x 600mm depth steel grating covered concrete ditch (Standard drawing, C-1002)

24. Replace concrete surface inlet including steel grating cover (Standard drawing, C-1008)

25. Replace 1200mm x 1200mm x 1800mm depth concrete drain manhole including manhole cover and frame

(Standard drawing, C-1009)

26. Replace 1200mm width concrete step and 100mm thick base course with steel handrail (Standard drawing, C-

302)

27. Replace 1200mm width, 100mm thick concrete sidewalk and 100mm thick base course with one side of steel handrail (Standard drawing, C-307)

28. Replace steel guard rail and metal post (Standard drawing, C-507~C-508)

29. Spot sodding on unpaved area (Standard drawing, C-701)

30. Solid sodding on unpaved area (Standard drawing, C-701)

31. Remove 150mm~ 300mm diameter tree

32. Replant 150mm ~ 300mm diameter tree

33. Remove pavement marking

34. Excavate/grade subgrade or earth

Schedule #II, Construction (L): Perform the following various asphalt/concrete pavements and related requirement works as listed on the pricing schedule listed in Section J.

1. Construct 75mm thick asphalt concrete(AC) pavement, 150mm thick base course and 280mm thick subbase course (Standard drawing, C-101~C-102)

2. Construct non reinforced 285mm thick portland cement concrete(PCC) pavement and 330mm thick base course (Standard drawing, C-103~C-106)

3. Construct reinforced 285mm thick portland cement concrete(PCC) pavement and 330mm thick base course

4. Apply pavement marking (Standard drawing, C-401~C-402)

5. Install synthetic type wheel stops (Standard drawing, C-501)

6. Construct 175mm width x 450mm height concrete curb (Standard drawing, C-303)

7. Construct concrete curb and gutter (Standard drawing, C-303)

8. Construct 100mm thick concrete sidewalk and 100mm thick base course (Standard drawing, C-305)

9. Install 150mm diameter polyvinyl chloride(PVC) drainage pipe

10. Install 200mm diameter polyvinyl chloride(PVC) drainage pipe

11. Install 300mm diameter reinforced concrete pipe(RCP) drainage

12. Install 450mm diameter reinforced concrete pipe(RCP) drainage

13. Install 600mm diameter reinforced concrete pipe(RCP) drainage

14. Construct 300mm width x 450mm depth concrete covered concrete ditch (Standard drawing, C-1001)

15. Construct 450mm width x 600mm depth concrete covered concrete ditch (Standard drawing, C-1001)

16. Construct 300mm width x 450mm depth concrete open ditch (Standard drawing, C-1005)

17. Construct 450mm width x 600mm depth concrete open ditch (Standard drawing, C-1005)

18. Construct 300mm width x 450mm depth steel grating covered concrete ditch (Standard drawing, C-1002)

19. Construct 450mm width x 600mm depth steel grating covered concrete ditch (Standard drawing, C-1002)

20. Construct concrete surface inlet including steel grating cover (Standard drawing, C-1008)

21. Construct 1200mm x 1200mm x 1800mm depth concrete drain manhole including manhole cover and frame (Standard drawing, C-1009)

22. Construct 1200mm width concrete step and 100mm thick base course with steel handrail (Standard drawing, C- 302)

23. Construct 1200mm width, 100mm thick concrete sidewalk and 100mm thick base course with one side of steel handrail (Standard drawing, C-307)

24. Install steel guard rail and metal post (Standard drawing, C-507~C-508)

TECHNICAL PROVISIONS – II

TECHNICAL DETAIL SPECIFICATIONS

1.0 GENERAL CONDITIONS-Kunsan AB

1. SPECIFICATIONS: Paving IDIQ Contract, Kunsan AB, Korea shall complying with the Standard Technical Specifications for O&MA Projects, Projects, Korea, Revision 1 dated 30 Oct 2015 are available on the 411th CSB Web Page, https://www.usfk.mil/Resources/ContractingwithUSFK.aspx

2. ALERTS: During military alerts or special operations, anticipated not to exceed forty (40) working days per year of contract duration, the contractor may be denied access to the base or the work areas. When the contractor is prohibited from access to the base or worksite for one (1) day or less per month, no adjustment in the contract time will be made. When the contractor is prohibited access for more than one (1) day per month, an adjustment to the contractor’s schedule will be made by the Contracting Officer (KO).

3. DAILY REPORTING: The contractor Project Manager shall be responsible to report to the COR or Government project inspector at 0800 during normal work days, or at 1700 during night shifts . The contractor project manager shall provide the COR or Government project inspector with a daily report detailing the work which is being accomplished at the worksite. Failure on the project manager’s part to report to the COR or Government project inspector will result in a letter being forwarded to the KO recommending appropriate action by the KO for the contractor’s lack of coordinating the daily work report.

4. NOTIFICATION OF INSPECTIONS: Prior to starting work at the work site, the contractor shall inform the COR of the actual date that the contractor intends to start work. The contractor shall also give the COR or project inspector no less than a two (2) work day notice prior to each concrete placement, asphalt placement field test, protective coating, or any other work deemed necessary by the COR or project inspector. The contractor shall also give at least a seven (7) work day written notification of the pre-final and final inspections to the COR. The Construction Management Element of the 8th Civil Engineering Squadron is located in building #705, Kunsan Air Base, Korea; base phone extension is 782-6197 or commercial (063) 470-6197.

5. CLOSE-OUT/TURNOVER MATERIALS: The contractor shall be responsible for providing the following materials as part of final turnover to the U.S. Government: AS-built drawings shall be submitted to COR for review and acceptance in electronic format utilizing AutoCAD 2006 or higher and submitted on CD/DVD format (3 copies). Operations and Maintenance (O&M) training shall be provided to U.S. Government personnel on new mechanical systems NLT (7) work days, not counting weekends, prior to final acceptance. O&M Manuals shall be submitted in both electronic and hard copy format (3 copies each) (7) work days prior to final acceptance.

Turnover of all new facility keys and salvageable material (if any) shall be submitted to COR or project inspector.

Contractor shall prepare DD form 1354 (Transfer and Acceptance of DOD Real Property) with type and quantity of construction material installed. When all materials have been turned over, the COR or project inspector will notify the KO so that the final payment may be released. Up to fifteen (15%) percent of the total contract amount may be withheld pending complete turnover of material stated in this paragraph."

6. AIR FORCE MATERIALS: All salvageable materials removed from the worksite shall remain the property of the U.S. Government. All other such materials shall be disposed of by the contractor IAW AF regulations, upon coordination with the COR or project inspector. Applicable AF regulations include AFI 32-7001 (Environmental Management), AFPAM 32-7043 (Hazardous Waste Management Guide), AFI 32-1052 (Facility Asbestos Management), AFI 32-7042 (Waste Management), UFC 4-451-10N (Hazardous Waste Storage, and UFC 1-900-01 (Methods for the Reduction, Reuse, and Recycling of Demolition Waste) and their source reference documents.

Unclear or conflicting information between these documents can be clarified via RFI from the contractor to 8

CES/CENMC.

7. CONTRACTOR’S EQUIPMENT: All contractor equipment used in the performance of this contract shall be subject to a functional and safety inspection(s) at any time by the COR or project inspector IAW U.S. Air Force Safety Regulations and EM 385-1-1, U.S. Army Corps of Engineers Safety and Health Requirements Manual. Any equipment found not to be functional or safe shall be immediately repaired, replaced, or removed from the worksite by the contractor. Additionally, the contractor will provide the COR or construction inspector a listing of all equipment to be used on site prior to the start of work, NLT (10) days after NTP. Applicable U.S. Air Force Safety Regulations include UFC 3-560-01 (Electrical Safety, O&M; with Change 4), AFI 32-1064 (Electrical Safe Practices), AFI 91-302 (Air Force Occupational and Environmental Safety, Fire Protection, and Health Standards) and AFPAM 91-210 (Contract Safety... although this is more for our use in setting up contracts than for the contractor in executing them) and their source reference documents. Unclear or conflicting information between these documents can be clarified via RFI from the contractor to 8 CES/CEPMC.

8. MATERIAL COMPLIANCE: The contractor shall be responsible to ensure that all materials used in the performances of the contract meet the specifications and requirements of this contract. Material(s) not meeting the specifications or not approved on AF Form 3000, Material Approval Submittal (or shall not be transported to the worksite. The COR or Base Civil Engineering Officer will be the approving authority for all materials used in the performance of this contract. All material(s) shall be new and the standard product of a manufacturer who is regularly engaged in the manufacturing of such products. Any materials used in the performance of this contract not approved on an AF Form 3000 shall be removed and replaced, at the expense of the contractor, and not the U.S.

Government unless the government determines that the item does meet the specifications in the contract.

9. CONTRACTOR-FURNISHED MATERIAL AND CONTRACTOR-FURNISHED EQUIPMENT

(CFM/CFE): All CFM/CFE, including construction equipment, will not be permitted to enter Kunsan Air Base unless each item is approved on a DD Form 1149, Requisition and Invoice/Shipping Document. The contractor shall be responsible to notify the COR or Base Civil Engineering Officer at least three (3) work days prior to the arrival of, or removal of, any CFM/CFE at Kunsan Air Base. DD Form 1149 is available on open source internet (http://www.dcma.mil/dcman/NPP/files/dd1149.pdf).

10. CONTRACTOR’S TEMPORARY FACILITES: Erection of any facility by the contractor shall be coordinated with the COR or project inspector. An approved U.S. Government Real Estate Permit from the Base Civil Engineer (BCE) shall be in the contractor’s possession before erection of any facility. Any contractor erected facility shall be removed and the area cleaned within seven (7) calendar days in normal installation access areas and

(5) duty days in installation restricted areas after completion of the contract requirements and prior to final invoice payment.

11. Air Force (AF) FORM 103, BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST:

Prior to starting any work, The contractor shall be responsible to have a valid AF Form 103, Base Civil Engineering Work Clearance Request (dig permit) in his possession. No work shall be performed under this contract without a valid AF Form 103 in the contract’s possession. Request for a Base Civil Engineering Work Clearance Request shall be submitted to the COR or Base Civil Engineering Officer a minimum of ten (10) calendar days prior to starting any work under the terms of this contract.

12. SAFETY: AFOSHSTD91-501 (Air Force Occupational and Environmental Safety, Fire Protection, and Health Standard) shall be complied with. All AFOSH standards shall be complied with as applicable. The contractor shall also comply with applicable sections of EM 385-1-1, U.S. Army Corps of Engineers Safety and Health Requirements Manual.

13. FIRE PROTECTION: The contractor shall comply with the provisions of the Base Fire Protection program, 607 AOGI (Air Operations Group Instruction) 32-2001. The contractor shall provide suitable fire extinguishers at any material storage area constructed by the contractor as well as at the work site(s). The contractor shall ensure that all contractor employees understand that there will be no smoking inside or within 50 feet of any U.S. Government facility, at any time, during performance of work under this contract. The COR or project inspector will identify to the contractor the designated smoking area(s) for the contractor’s employees prior to starting any work. The contractor shall ensure that all contractor employees are aware of the designated smoking area(s) and shall ensure that all contractor employees use the designated smoking area. Any contractor employee found smoking in any U.S.

Government facility, at any time, will be removed from the work site by the COR or project inspector. The COR or project inspector will notify the KO of the removal of any contractor employee for violation of the “no smoking” policy.

14. BURNING/WELDING OPERATIONS: The contractor shall be responsible to obtain a burning/ welding permit prior to any burning or welding operation. The contractor shall notify the COR or project inspector not less than five (5) work days prior to such operations and shall return the permit to the U.S. Government inspector at the completion of the permit period. Contractor shall provide fire watch during all open flame/ welding work.

15. VERIFICATION OF ACTUALITIES: (FAR Clause 52.236-2 Site Visit)

16. HOUSEKEEPING: (FAR Clause 52.236-12 Cleaning Up / 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities and Improvement & 52.236-13 Accident Prevention)

17. BASE ACCESS: The contractor shall be required to obtain base access to Kunsan Air Base to perform the requirements of this contract. The contractor shall be responsible to submit a base access request letter no later than five (5) calendar days prior to start this contract. It shall be the responsibility of the contractor to prepare the necessary base access paperwork IAW USFK regulation 190-7, Installation Access Control, and submit it to the COR or project inspector. USFK regulation 190-7 is available on open source internet (http://8tharmy.korea.army.mil/g1_AG/Programs_Policy/PublicationsRecords/Regu lations/USFK/USFK%20Reg%20190-7%20Installation%20Access%20Control2013.pdf

18. REPAIR WORK: It shall be the contractor’s responsibility to repair all areas of patch work to match existing areas. This work shall include all areas inside of the facility as well as any other areas that the contractor may have damaged during the performance of work under the terms of this contract.

19. CONTRACTOR’S RESPONSIBILITIES: It shall be the responsibility of the contractor to have full control of all contractor personnel during the performance of work under the terms of the contract. The contractor shall be responsible to ensure that no contractor personnel receive any instructions for addition/deletion of work from any Government personnel including the COR or project inspector. Any instructions for additional work shall only be issued by the KO. The contractor shall be responsible for any cost incurred for any additional work, which is not identified in the contract documents to include the specifications or on the contract drawings. The contractor shall be responsible to inform the COR or project inspector of any request form any Government personnel for additional work. The contractor shall provide the COR or project inspector with name and office of the individual requesting the additional work and the type of additional work being requested. The COR or project inspector will take the necessary actions to inform the KO to prevent such situation.

20. PROGRESS SCHEDULE: The contractor shall prepare and submit the progress schedule as specified in the Standard Technical Specifications for O&MA Projects, Korea.

21. DRAWING SUBMITTALS: All drawings shall be submitted prior to the start of any work. Any additional drawings (As-built, field changes, etc.) shall be submitted to the COR or project inspector no later than ten (10) calendar days prior to contract completion for delivery orders with period of performances (PoP) less than 180 days and (60) days prior to contract completion delivery orders with PoP’s greater than 180 days. If submittal cannot be submitted within the timeframe the contractor must notify the COR or project inspector in writing why he/she cannot meet the requirement.

22. UTILITY OUTAGES/ROAD CLOSURES: It shall be the responsibility of the contractor to request, in writing, to the COR or project inspector, a minimum of thirty (30) calendar days in advance for any water outage, electrical outage, or road closure. The contractor shall provide a requested date and estimated time for the water outage, electrical outage, or road closure. The COR or project inspector will be responsible for determining the impact of the water outage, electrical outage, or road closure. The COR or project inspector will also be responsible for the processing of the contractor’s request for a water outage, electrical outage, or road closure. The contractor shall have written approval from the COR or project inspector before any water outage, electrical outage, or road closure.

23. ASBESTOS CONTAINING MATERIALS: No asbestos containing materials (ACM) shall be used under this contract. ACM is any material containing more than 1% asbestos by weight, either along or mixed with other fibrous on non-fibrous materials.

24. OZONE DEPLETING SUBSTANCES: No Class I ODS shall be used in the performance of this contract, nor be provided as a part of the equipment. This prohibition shall prevail over any other provision, specification, drawings or referenced documents.

25. MATERIAL SAFETY DATA SHEETS (MSDS): It shall be the responsibility of the contractor to furnish Material Safety Data Sheets (MSDS), in English and Korean, for all hazardous material(s) used under the terms and conditions of this contract. The type of materials that the contractor shall submit MSDSs for include, but is not limited to, paint, primer, lacquer, stain, joint compound, caulking, exterior insulation systems, emergency exit lights, cleaning fluids, oil, etc., and any other type of product deemed necessary by the Contracting Officer’s Representative (COR) or project inspector, required by U.S. Government Environment Laws and Regulations, or Korean Environmental Laws and Regulations.

a. SUBMITTAL REQUIRMENTS:

(1) The contractor shall be responsible to process these Material Safety Data Sheets (MSDS) on an AF Form

3000, Material Approval Submittal. The AF Form 3000 shall be submitted to the COR or Base Civil Engineering Officer no later than fifteen (15) calendar days after the Notice to Proceed (NTP) is issued by the Contracting Officer (KO). The contractor shall submit four (4) copies of the AF Form 3000 with carbon paper. The contractor shall submit the AF Form 3000 to the COR or Base Civil Engineering Officer for review prior to submitting the AF Form 3000 with carbon paper. It will be the responsibility of the COR or project inspector to verify the AF Form 3000 to ensure that all hazardous materials are submitted in the proper format.

(2) It shall be the responsibility of the contractor to list each type of hazardous material on the AF Form 3000.

The contractor shall also be responsible to list the quantity, unit of measure (i.e.: each, liter, gallon, etc.), and size of container(s). It will be the responsibility of the COR or project inspector to verify these quantities and containers prior to initialing off on the AF Form 3000.

(3) After verification of all hazardous materials by the COR or project inspector and the contractor, the COR or project inspector will then be responsible to process this AF Form 3000. After receiving approval for all hazardous materials, it will be the responsibility of the COR or project inspector to provide the KO and contractor with a copy of the signed AF Form 3000 for the official files.

(4) After receiving approval of all hazardous materials required under the terms and conditions of this contract, the contractor shall be responsible to process these Material Safety Data Sheets (MSDS) through the HazMart Pharmacy located in building #823, military telephone DSN 782-5247, commercial telephone (063) 470-5247. The HazMart Pharmacy will be responsible to issue a bar code for each hazardous material that shall be affixed to each container by the contractor. The contractor shall be responsible to post an approved copy of the AF Form 3000 at the worksite storage area as well as keep a signed copy by AF Form 3000 in the contractor’s field office.

(5) It shall be the responsibility of the contractor to provide the COR with a new AF Form 3000 for any additional hazardous materials brought onto Kunsan Air Base throughout the term of the contract. This shall include any new materials as well as any additional quantities over and above the originally quantities.

(a) HazMart STORAGE: The contractor shall be responsible to store all hazardous materials in an approved storage container or storage area. This storage container may be either a metal or wood locker which is capable of being secured when not in use as well as at the end of each workday. The contractor shall be responsible to provide an approved storage location for large quantities of hazardous materials which can also be secured when not in use as well as at the end of each workday. The contractor shall be responsible to keep an approved AF Form 3000 on the inside of the door to the storage container and also keep a copy of the approved AF Form 3000 posted at the storage area

(b) DISPOSAL REQUIREMENTS FOR HazMarts: It shall be the responsibility of the contractor to remove and dispose of any remaining hazardous materials upon completion of the contract to include the removal of hazardous materials from the worksite as well as the contractor’s field office area. The contractor shall be responsible to dispose of these remaining hazardous materials, off the installation, at the contractor’s own expense, in strict accordance with existing Korean Environmental Laws and Regulations. The contractor shall be responsible to notify the COR or project inspector prior to disposing of any hazardous materials off the installation to ensure that all hazardous materials are properly handled and disposed of correctly. After use of final disposal of all hazardous materials, it will be the responsibility of the COR or project inspector to notify the HazMart Pharmacy of the final disposition of the hazardous material in order for the HazMart Pharmacy to update the AF-EMIS database.

(c) HazMarts SPILLS: In the event that the contractor accidentally spills any hazardous materials at the worksite, it shall be the responsibility of the contractor to immediately notify 8 CES/CEAN, Environmental section located in Building #705, military telephone DSN 782-6239/6240, commercial telephone

(063) 470-2312/6337. The contractor shall be responsible to identify the location of the spilled material, the quantity of spilled material, and the type of spilled material. The contractor shall also be responsible to notify the COR or project inspector. The contractor shall not under any conditions, remove and dispose of any spilled hazardous material(s) without prior approval of 8 CES/CEAN.

26. DISPOSAL REQUIRMENTS: The contractor shall be responsible to designate, in writing, to the COR or project inspector the exact location(s) for the disposal of the steel revetment, soil, and concrete. The contractor shall also be responsible to provide the COR or project inspector with a copy of the license for the disposal location(s) issued by the Korean Government. The contractor shall be responsible to accompany the COR or project inspector on a site visit of the disposal location(s) prior to the removal and disposal of any steel revetment, soil, or concrete.

The COR or project inspector will be responsible to complete a DD Form 1901, Plant Visit Request/Report for each of the disposal locations. The COR or project inspector will be responsible to provide the KO with a copy of the DD Form 1901 identifying any discrepancies which may not conform to the contract requirements. It will be the responsibility of the KO to review this DD Form 1901 and to determine any corrective actions that the contractor shall be responsible to comply with. The contractor shall also be responsible to notify the COR immediately in the event that the disposal location(s) are no longer licensed or capable of disposing of the steel revetment, soil, or concrete in accordance with AFI 32-7042 (Waste Management).

27. ESCORT PRIVILEGE: Personnel of the Contractor or any representative of the contractor entering Kunsan AB shall abide by all security regulations imposed by Installation Commander at all times and shall be subject to security checks. Contractor personnel and property shall be subject to search and seizure upon entering the confines of the installation, while on, and upon leaving the confines of Kunsan AB.

a. Escort Privileges: The Contractor shall be responsible to obtain escorting privileges on base passes for the Contract Manager (CM), Quality Control (QC) Manager, Safety Manager with a limit of three (3) persons and one

(1) vehicle pass per base pass. It is the Contractor’s responsibility to ensure that the escorting official has full control over all escorted individuals at all times. Any individual found on the installations unescorted will be removed from the installation and the escort official’s escorting privileges will be immediately withdrawn. Any individual removed from these installations will not be authorized further access to these installations.

b. Return Post Passes: On the contract completion date, the contractor shall turn in all passes that were issued for this contract to the sponsor and final payment will not be processed until such items are returned.

28. Contractor personnel: (FAR Clause 52.236-6 Superintendence by the Contractor)

2.0 GENERAL CONDITIONS- Area IV, Daegu

1. GENERAL: In addition to the requirements specified under "GENERAL PROVISIONS" for the Fixed Price Construction Contract for this project, the Contractor shall comply with the following "SPECIAL CONDITIONS" which form a part of the contract.

2. WORK HOURS: The work will be accomplished from 0730 hours through 1730 hours (Monday through Saturday) except for Korean Legal Holidays. Any proposed change in working hours should be approved by the Contracting Officer (KO) and Contracting Officer's Representative (COR).

3. NOTIFICATION OF INSPECTION SECTION: The contractor shall also give the project inspector seven (7) working days notice prior to each concrete placement, field test, weld application, protective coating application, or any other work deemed to require inspection.

4. COORDINATION: The contractor shall coordinate his work with all others (subcontractor and government agencies) involved in this project and shall cooperate with all other contractors and government agencies so as to facilitate the general progress of the work. Before proceeding with any work, the contractor and/or subcontractor shall consult applicable drawings and specifications for each trade involved.

5. CONSTRUCTION: The contractor shall submit a request for the construction permit at least ten (10) working days prior to the starting of work. The request shall be submitted to the COR for approval.

6. MATERIALS COMPLIANCE: The contractor shall make certain all materials used meet the requirements of the contract and proof thereof upon request of the COR. Materials not meeting the requirements of the contract shall not be brought to the job site. All materials shall be new and the standard products of a manufacturer regularly engaged in the manufacturing of such materials.

7. HOISTING AND MOVING EQUIPMENT: The Contractor and each subcontractor shall provide and be responsible for all cranes, lifts, etc., necessary for the proper and efficient movement of materials. The equipment shall be provided with proper guys, bracing, safety devices, etc., as required by law.

8. EQUIPMENT: All contractor equipment shall be subject to functional and safety inspection by the COR.

Equipment not completely safe or functional shall be repaired before work is started.

9. RECORD DRAWINGS: During performance of work, the contractor shall accurately record and delineate on a set of full-size blue line prints of contract drawings all changes in such work which constitute departures from the original contract drawings. The set of drawings (one original and one blue line print), thus corrected and changed, usually referred to as “As-Built Drawings”, shall be delivered to the COR at the final acceptance/inspection of the completed work by the Government.

10. US ORIGIN MATERIALS: If applicable, all US Origin Materials will be ordered immediately after Notice to Proceed.

11. RELEASE OF FACILITIES WITH U.S. ORIGIN MATERIALS: If applicable, Building/facility will not be released to the contractor by the COR until all U.S. origin building construction supplies are available or due within such a time frame that there will be no delay in project completion.

12. UTILITY CUTOVERS AND INTERRUPTIONS: Make utility cutovers and interruptions after normal working hours or…