(Finalized) W90VN924R0115.pdf

0012129842

MA IDIQ Contract, Repair and Upgrade of Asphalt Concrete Pavement for Area IV.

Magnitude of Repair/Construction: Maximum capacity of $9,500,000 for the entire f ive-year ordering period.

Question shall be emailed to chihyon.yi4.ln@army.mil and bumjoon.j.pak.civ@army.mil

MS. YI, CHI HYON 315-763-5687

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

09-Aug-2024

(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

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 _______10 calendar days and complete it w ithin ________ calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________

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 __________ copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________10 Sep 2024 (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 of fers 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

RCO DAEGU, UNIT #15682

APO AP 96218-5682

UNITED STATES

W90VN9

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: TEL: FAX:

W90VN924R0115 89

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

W90VN924R0115

Section B - Supplies or Services and Prices

GENERAL DESCRIPTION

GENERAL DESCRIPTION

1. DESCRIPTION

a. The Contractor shall provide all labor, tools, materials, transportation, equipment, supplies, and other necessary resources for asphalt concrete pavement, USAG Daegu, Area IV, in accordance with the Statement of Work (SOW), specifications, drawings and terms and conditions contained herein.

b. The statement of work (SOW) in this section broadly defines repair and construction of asphalt concrete pavement site. Each individual task order shall be issued which specifically defines the scope of work to be performed herein. Pricing for the work to be performed shall be taken from the Sub-CLINs associated with each line item that are incorporated into the contract.

2. CONTRACT TYPE: This is a Multiple Award Indefinite Delivery Indefinite Quantity (MA IDIQ) Firm Fixed Price (FFP) Task Order Contract. All supplies/services will be obtained by individual task orders issued by the Contracting Officer, 411th Contracting Support Brigade (CSB).

3. MINIMUM GUARANTEE/MAXIMUM POTENTIAL COMBINED CEILING AMOUNT

If the Government determines to make multiple awards, each IDIQ contract award will have a minimum guarantee of $3,000 for base period only regardless of the number of awards. The maximum potential combined ceiling amount under each IDIQ contract will not exceed $1,900,000 for each year. The total of all contracts awarded will not exceed the ceiling amount of $9,500,000 during the five years. However, total capacity of this requirement is $9,500,000 and it can be used for the period of five years.

The minimum guarantee for the total IDIQ is provided in the amount of $3,000 and shall be obligated by issuance of a task order during the base period. The guarantee/limitations by year will be equivalent to the Contract Korean Won Rate for the following dollar amounts.

The maximum potential combined ceiling amount in the resulting contract is not the actual contract amount. The maximum potential combined ceiling amount is the ceiling amount for the total price of task orders that the Government will issue in a given contract period, not to exceed the stated maximum amount in #3.

Period Minimum Guarantee Maximum Potential Combined Ceiling Amount

Base Period $3,000 $1,900,000 1st Option Period $0 $1,900,000 2nd Option Period $0 $1,900,000 3rd Option Period $0 $1,900,000 4th Option Period $0 $1,900,000

ITEM NO SUPPLIES/SERVICES MAX

QUANTITY

UNIT UNIT PRICE MAX AMOUNT

0001 50 Job Base Period

FFP

The contractor shall provide all necessary resources to asphalt concrete pavements at Area IV, USAG Daegu in accordance with the statement of work, specifications, drawings at all terms and conditions contained herein. Actual work to be performed will be identified by individual task order issued under the line item. *** Unit price shall include total amounts covering all line items for Base Period outlined in Attachment 1 in Section J *** FOB: Destination

PURCHASE REQUEST NUMBER: 0012129842

PSC CD: Z1AZ

MAX

NET AMT

UNIT UNIT PRICE MAX AMOUNT

0002 50 Job Estimated cost for War Hazard Losses

FFP

is zero (0).

FOB: Destination

UNIT UNIT PRICE MAX AMOUNT

1001 50 Job OPTION Option Period 1

FFP

The contractor shall provide all necessary resources to asphalt concrete pavements at Area IV, USAG Daegu in accordance with the statement of work, specifications, drawings at all terms and conditions contained herein. Actual work to be performed will be identified by individual task order issued under the line item. *** Unit price shall include total amounts covering all line items for Base Period outlined in Attachment 1 in Section J ***

UNIT UNIT PRICE MAX AMOUNT

1002 50 Job OPTION Estimated cost for War Hazard Losses

FFP

is zero (0).

UNIT UNIT PRICE MAX AMOUNT

2001 50 Job OPTION Option Period 2

FFP

The contractor shall provide all necessary resources to asphalt concrete pavements at Area IV, USAG Daegu in accordance with the statement of work, specifications, drawings at all terms and conditions contained herein. Actual work to be performed will be identified by individual task order issued under the line item. *** Unit price shall include total amounts covering all line items for Base Period outlined in Attachment 1 in Section J ***

UNIT UNIT PRICE MAX AMOUNT

2002 50 Job OPTION Estimated cost for War Hazard Losses

FFP

is zero (0).

UNIT UNIT PRICE MAX AMOUNT

3001 50 Job OPTION Option Period 3

FFP

The contractor shall provide all necessary resources to asphalt concrete pavements at Area IV, USAG Daegu in accordance with the statement of work, specifications, drawings at all terms and conditions contained herein. Actual work to be performed will be identified by individual task order issued under the line item. *** Unit price shall include total amounts covering all line items for Base Period outlined in Attachment 1 in Section J ***

UNIT UNIT PRICE MAX AMOUNT

3002 50 Job OPTION Estimated cost for War Hazard Losses

FFP

is zero (0).

UNIT UNIT PRICE MAX AMOUNT

4001 50 Job OPTION Option Period 4

FFP

The contractor shall provide all necessary resources to asphalt concrete pavements at Area IV, USAG Daegu in accordance with the statement of work, specifications, drawings at all terms and conditions contained herein. Actual work to be performed will be identified by individual task order issued under the line item. *** Unit price shall include total amounts covering all line items for Base Period outlined in Attachment 1 in Section J ***

UNIT UNIT PRICE MAX AMOUNT

4002 50 Job OPTION Estimated cost for War Hazard Losses

FFP

is zero (0).

Section C - Descriptions and Specifications

TECHNICAL PROVISIONS - I

STATEMENT OF WORK

PROJECT NO. TITLE LOCATION

N/A IDIQ Contract for Asphalt Concrete Pavements USAG Daegu

1. 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.

a. Work by Contractor: The contractor shall provide all labor, tools, equipment, supplies, and any other resources necessary to accomplish the scope of work contained herein as listed on the bidding schedule for all US forces installations in Area IV in accordance with the drawings and specifications.

b. Work by In-House Forces: Not applicable to this project.

c. Work by Troop Labor: Not applicable to this project.

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

a. Perform the following various repair of asphalt concrete pavements and related requirement works as listed on the bidding schedule.

b. The quantity in the bidding schedule does not mean the minimum guaranteed quantity to be requested per task order.

Repair Work

1. Replace 50mm thick asphalt concrete (AC) pavement, 150mm thick base course and 280mm thick subbase course

2. Replace 75mm thick asphalt concrete (AC) pavement, 150mm thick base course and 280mm thick subbase course (Standard drawing, C-203)

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

32. Remove 150mm~ 300mm diameter tree

33. Remove 300mm~ 600mm diameter tree

34. Remove pavement marking

35. Excavate/grade subgrade or earth

36. Replace non reinforced 285mm thick portland cement concrete (PCC) pavement (BASED ON 300SM)

37. Replace reinforced 285mm thick portland cement concrete (PCC) pavement (BASED ON 300SM)

38. Replace 900mm diameter reinforced concrete pipe (RCP) drainage (BASED ON 20LM)

39. Replace 1200mm x 1200mm x 1800mm depth concrete curb inlet including cast iron cover and frame (BASED

ON 5EA)

40. Provide structural backfill (BASED ON 50CM)

41. Remove non reinforced portland cement concrete (PCC) (BASED ON 30CM)

42. Remove reinforced portland cement concrete (PCC) (BASED ON 30CM)

43. Disposal, excavation, and transportation of construction wastes (BASED ON 100CM)

Construction Work

1. Construct 50mm thick asphalt concrete (AC) pavement, 150mm thick base course and 280mm thick subbase course (Standard drawing, C-101~C-102)

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

26. Install steel hand rail 40mm Dia (BASED ON 20LM) - OMASEPC 055200

27. Install stainless hand rail 40mm x 2.5T Dia (BASED ON 20LM) - OMASEPC 055200

28. Install concrete type wheel stop, 1800mm long, (BASED ON 50EA)

29. Install steel guard post (BASED ON 20EA)

30. Install reinforced concrete encasement for pipe with 150mm dia. (BASED ON 50LM)

31. Install reinforced concrete encasement for pipe with 200mm dia. (BASED ON 50LM)

32. Install concrete encasement, 25mm (D) PVC conduit x 1 ways (BASED ON 30LM)

33. Install concrete encasement, 54mm (D) PVC conduit x 1 ways (BASED ON 30LM)

34. Install concrete encasement, 82mm (D) PVC conduit x 1 ways (BASED ON 30LM)

35. Install 900mm diameter reinforced concrete pipe (RCP) drainage (BASED ON 20LM)

36. Construct 1200mm x 1200mm x 1800mm depth concrete curb inlet including cast iron cover and frame (BASED

ON 5EA)

37. Construct 1800mm width concrete step and 100mm thick base course with steel handrail (BASED ON 10LM)

TECHNICAL PROVISIONS - II

DETAIL SPECIFICATIONS

N/A IDIQ Contract for Asphalt Concrete Pavements USAG Daegu

1. GENERAL: The specifications are from the "Standard Technical Specifications Revision1 for OMA Projects, Korea", dated 30 October 2015, issued by the Department of the Army, Installation Management Agency, Korea Region Office. The most current specifications are available (for referral purposes only) at the Engineering Division, DPW, USAG Daegu, Unit #15746, APO AP 96218-5746 https://www.usfk.mil/portals/105/documents/contract`ing/newcontract/2014-oma-specs_revision-1.pdf The electronic version of the specifications is Acrobat® PDF format and can be read with the Acrobat Reader® software.

2. CONSTRUCTION REGISTRATION: In accordance with Korean Law, the prime contractor must possess the

General Construction License- Civil (종합공사- 토목 공사업) or General Construction License-Civil &

Architecture (종합공사- 토목건축 공사업) or Site Preparation & Pavement Construction License (전문공사-

지반조성 & 포장공사업). The use of subcontractor’s construction registration will be unacceptable. All subcontractor(s) are required to have the appropriate registration to perform work on this contract. The Contractor shall have valid registrations/licenses and shall maintain valid registrations/licenses during the entire performance period.

3. KEY PERSONNEL: All key personnel shall be employed by the prime contractor during the performance of the contract. The name and qualifications of the contractor’s key personnel shall be designated in writing to the Contacting Officer. The contractor shall not substitute any key personnel, even on a temporary basis, without prior written notification and approval from the Contracting Officer, and any such substitute must satisfy the same qualifications and must be employed by the prime contractor.

3.1. Resumes for key personnel who will perform work under the contract. As a minimum, provide resumes for Project Manager (PM) for this contract, as well as Contractor Quality Control System Manager (CQCSM), and Site Safety and Health Officer (SSHO). Resume of key personnel shall include following information, at minimum:

i. Name:

ii. Education

iii. Years with the firm

iv. Experience of relevant projects: (Project title, location, dollar value, year worked on the project, and duties/functions on the project)

As a minimum,

3.1.1 PM shall have a Bachelor’s degree in engineering, architecture, or construction management and have a licensed Engineer Architecture (건축기사), Engineer Civil Engineering(토목기사), Engineering Mechanical

Engineer(기계기사)* or Engineer Electricity(전기기사) issued by Human Resources Development Services of

Korea(한국산업인력공단) with at least three (3) years relevant experience within the last five (5) years on construction similar to this contract. The contractor shall provide official Certificate of Engineering Career

(건설기술자 경력증명서) in a PM position issued by Korean Construction Engineers Association (KOCEA-

한국건설기술인협회) to validate at least three (3) years of relevant experience. Relevant experience is defined as experience gained as a Project Manager for a Construction Contractor performing work similar in nature (repairs or minor construction) to the work that is required under this contract in the SOW.

PM shall be responsible for overseeing the performance of work. The name of this person shall be designated in writing to the Contracting Officer. The Contractor shall not substitute anyone for its project manager, even on a temporary basis, without prior written notification to the Contracting Officer, and any such substitute must satisfy the same pre-requisites as the Project Manager. The Project Manager shall have full authority to act for the Contractor on all contract matters relating to daily operation of this contract.

Depend upon the Contractor’s management’s decision, the PM may be the same designate for more than one task order whereas, the Contractor has determined their workload is sufficient to demonstrate satisfactory performance on the task orders under the PM’s authority. The PM shall be available during normal duty hours, and within two (2) hour notice by the Contracting Officer or COR to meet on the job site with Government personnel to discuss task order matters. The contractor shall designate in writing an alternate PM to meet on the job site with Government personnel whenever the primary PM is not able to attend. The alternate PM shall have the same qualifications as the primary PM. The PM shall not manage more than five (5) task orders at the same time. The Contracting Officer may request a reduction of workload or dismissal, of any PM for unsatisfactory performance at any time.

The Project Manager shall be able to read, write, speak, and understand English.

3.1.2. CQCSM shall have a licensed Engineer Architecture (건축기사), Engineer Civil

Engineering(토목기사), Engineering Mechanical Engineer(기계기사)* or Engineer Electricity(전기기사) issued by Human Resources Development Services of Korea(한국산업인력공단) with at least three (3) years relevant experience within the last five (5) years on construction similar to this contract. The contractor shall provide official

Certificate of Engineering Career (건설기술자 경력증명서) in a CQCSM position issued by Korean Construction

Engineers Association (KOCEA-한국건설기술인협회) to validate at least three (3) years’ experience. Relevant experience is defined as experience gained as a Contractor Quality Control System Manager for a Construction Contractor performing work similar in nature (repairs or minor construction) to the work that is required under this contract in the SOW.

Dependent upon the Contractor’s management’s decision, the CQCSM may be the same designate for more than one task order whereas, the Contractor has determined their workload is sufficient to demonstrate satisfactory performance on the task orders under the CQCSM’s authority. The CQCSM shall be available during normal duty hours, and within two (2) hours’ notice by the Contracting Officer or COR to meet at the job site with Government personnel to discuss task order matters. The contractor shall designate in writing an alternate CQCSM to meet on the job site with Government personnel whenever the primary CQCSM is not able to attend. The alternate CQCSM shall have the same qualifications as the primary CQCSM. The CQCSM shall not manage more than five (5) task orders at the same time.

The CQCSM shall be able to read, write, speak, and understand English.

3.1.3. SSHO shall have Engineer Construction Safety(건설안전기사) or Engineer Industry

Safety(산업안전기사) issued by Human Resources Development Services of Korea (한국산업인력공단) with at least three (3) years relevant experience within the last seven (7) years as of the closing date of this solicitation. The contractor shall provide official Certificate of Engineering Career (건설기술자 경력증명서) in a SSHO position issued by Korean Construction Engineers Association (KOCEA-한국건설기술인협회) to validate their three (3) years experience. Relevant experience is defined as experience gained as a SSHO for a Construction Contractor performing work similar in nature (repairs or minor construction) to the work that is required under this contract in the SOW.

Dependent upon the Contractor’s management’s decision, the SSHO may be the same designate for no more than 5 task orders whereas, the Contractor has determined their workload is sufficient to demonstrate satisfactory performance on the task orders under the SSHO’s authority. The SSHO shall be available during normal duty hours, and within two (2) hour notice by the Contracting Officer or COR to meet at the job site with Government personnel to discuss task order matters. The contractor shall designate in writing an alternate SSHO to meet on the job site with Government personnel whenever the primary SSHO is not able to attend. The alternate SSHO shall have the same qualifications as the primary SSHO.

The SSHO shall be able to read, write, speak, and understand English.

3.2. If there is a change in key personnel during the life of the contract period, the contractor shall submit the resume of the replacement personnel including all impacted documents to the Contracting Officer in advance ten

(10) calendar days for approval prior to them performing on this contract. The qualifications of the replacement personnel shall meet or exceed the qualifications of the previous key personnel they are replacing, or the qualifications of the replacement personnel shall meet or exceed the minimum qualifications for the key position as stated above. The contractor shall not perform any work on task order without Contracting Officer’s approved personnel. Failure to do so will result in a Corrective Action Report (CAR) being issued.

3.3. The prime contractor shall provide evidence document for key personnel. The evidence documents shall be one of Certificate of employment (재직증명서) or Employment contract (고용계약서) to validate employment under prime contractor.

<Summarized Key Personnel Qualification>

PM (Project Manager) Contractor Quality Control System Manager (CQCSM)

Site Safety and Health Officer

(SSHO)

Required Degree & Licenses and Certificates

① a Bachelor’s degree in engineering, architecture, or construction management

② Engineer Architecture

(건축기사), Engineer Civil

Engineering(토목기사), Engineering Mechanical

Engineer(기계기사)* or Engineer

Electricity(전기기사) issued by Human Resources Development Services of

Korea (한국산업인력공단)

① Engineer Architecture

(건축기사), Engineer Civil

Engineering(토목기사), Engineering Mechanical

Engineer(기계기사)* or Engineer

Electricity(전기기사) issued by Human Resources Development Services of

Korea (한국산업인력공단)

① Engineer Construction

Safety(건설안전기사) or Engineer Industry

Safety(산업안전기사) issued by Human Resources Development Services of

Korea (한국산업인력공단)

③ Certificate of Engineering

Career (건설기술자

경력증명서) in a PM position issued by Korean Construction Engineers Association

(KOCEA-

한국건설기술인협회)

② Certificate of Engineering

Career (건설기술자

경력증명서) in a CQCSM position issued by Korean Construction Engineers Association (KOCEA-

한국건설기술인협회)

② Certificate of Engineering

Career (건설기술자

경력증명서) in a SSHO position issued by Korean Construction Engineers Association (KOCEA-

한국건설기술인협회)

Experience Requirement

Minimum of three (3) years relevant experience within the last five (5) years on construction similar to this contract.

Minimum of three (3) years relevant experience within the last five (5) years on construction similar to this contract.

Minimum of three (3) years relevant experience within the last seven (7) years on construction similar to this contract.

Employment The evidence documents shall be one of Certificate of employment (재직증명서) or

Employment contract (고용계약서) to validate employment under prime contractor.

* Engineering Mechanical Engineer (기계기사) : 1) Engineer Machinery Design(기계설계기사), 2)Engineer

Construction Equipment(건설기계설비기사), 3)Engineer General Machinery(일반기계기사)

4. CONTRACT MANAGEMENT PLAN: The Contract Management Plan shall include the contractor’s detailed processes that allow them to manage the contract IAW Statement of Work and drawings. As a minimum, the contract management plan shall include:

4.1. Contract Management tools to: 1) successfully plan, schedule and track the progress of individual task orders, 2) control project quality including tracking individual and overall corrective action report (CAR), 3) resources to manage multiple task orders.

4.2. Organization chart for overall management showing the functional relationships and individual team members. As a minimum, chart shall include personnel listed in paragraph entitled “Key Personnel” and clearly show lines of authority.

4.3. The standard for Contract Management Plan submittals is electronic format, unless hard copies are specifically requested in a Task Order. Contract Management tools shall be software-based using commercially available software capable of producing MS Office-compatible (Word or Excel) or Portable Document Format

(PDF).

5. CONTRACTOR QUALITY CONTROL (CQC) PLAN AND SAFETY PLAN/ACCIDENT

PREVENTION PLAN (SP/APP):

5.1. The CQC plan shall include the Contractor’s detailed CQC plans that incorporate O&M section numbers 01 45 00.00 10 paragraph 3.2. As a minimum, the Contractor’s CQC plan shall include:

5.1.1. A description of the quality control organization, including a chart showing lines of authority.

Control, verification, and acceptance testing procedures for each specific test to include the test name, specification paragraph requiring test, feature of work to be tested, test frequency, and person responsible for each test.

5.1.2. Procedures for tracking preparatory, initial, and follow-up control phases and control, verification, and acceptance tests including documentation.

5.1.3. Procedures scheduling, reviewing, certifying, and managing submittals, including those of the subcontractors, offsite fabricators, suppliers, and purchasing agents. These procedures must be in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

5.2. The SP/APP shall include the Contractor’s detailed plans that incorporate O&M section 01 35 26 paragraph 1.6 and USACE EM 385-1-1, Appendix A. As a minimum, the Contractor’s SP/APP shall include:

5.2.1. A description of the safety organization, including a chart showing lines of authority.

5.2.2. A description of the safety and health inspections during periods of work activity. Type of inspection (Daily, Weekly, Monthly), who will conduct the inspections, when inspections will be conducted. A description of the procedures for documenting the safety and health inspections.

5.2.3. A description of the safety deficiency tracking, and follow-up procedures. Establish verification procedures that identified safety deficiencies have been corrected.

5.2.4. A description of the contractor’s Risk Management Process. The plan shall provide project-specific hazards and controls by an Activity Hazard Analysis in accordance with USACE EM 385-1-1 paragraph 01.A.14.

TECHNICAL PROVISIONS - III

SPECIAL CONDITIONS

N/A IDIQ Contract for Asphalt Concrete Pavements USAG 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. CONTRACTOR REGISTRATION: All contractors shall be registered in System for Award Management (SAM) at https://www.sam.gov/.

3. WORK HOURS: The work will be accomplished from 0730 hours through 1730 hours, from 1 October through 30 April and from 0730 hours through 1930 hours from 1 May through 30 September, Mondays through Saturdays, except for Korean Legal Holidays: Any proposed change in working hours should be verified by the COR and approved by the Contracting Officer (KO). These hours may be unilaterally adjusted to accommodate military exercises or any other Government requirements.

4. CONSTRUCTION: Prior to starting work the contractor shall notify the COR of the actual date he intends to start work. The contractor shall also give the project inspector seven working day notice prior to each concrete placement, field test, weld application, protective coating application, or any other work deemed to require inspection.

5. NOTIFICATION OF INSPECTION: The Contractor shall give the COR three (3) working days written notice prior to each concrete placement, field test, weld application, protective coating application, or any other work determined to require Government inspection per the task order applicable specifications.

6. INSTALLATION ACCESS AND CONTROL

6.1. Installation Access: Entry to the installation requires the following: Prior coordination with the COR or designated representative, current vehicle registration, proof of insurance, valid driver's license for the vehicle driver, and picture identification for other personnel. The Contractors/Subcontractors and their employees requiring access to the installation will be required to comply with the installation access control policy/procedures. The Contractor(s) with whom this Agreement is made shall provide a listing of vehicles that will require installation access upon the establishment of this contract (MA IDIQ). The Government will not be responsible for damages due to delay/stoppages caused by failure to comply.

6.2. All contractors’ employees shall be easily recognized by wearing uniform and/or name tag during the performance of work under this contract (MA IDIQ). All cargo vehicles also shall be identified as performers by displaying company name during working hours.

6.3. Search and Control: Installations across South Korea are controlled access posts. All vehicles and personnel are subject to search and seizure of contraband and/or unauthorized Government property. Contractor-owned vehicles, Contractor employees, and their personal property shall be subject to searches and seizure of contraband and/or unauthorized Government property upon entering or leaving the Installation. The search and seizure provisions of AR 190-16, Physical Security, shall apply to Contractor personnel entering any installation.

7. ANTITERRORISM:

7.1. 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. 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 7 calendar days after completion of training by all employees and subcontractor personnel. AT level I awareness training is available at the following website: https://www.jcs.mil/JKO/Latest-News/JKO- Customer-Spotlights/Article/2945182/antiterrorism-training-on-jko-offers-broad-reach/

7.2. 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 Contract or 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.

7.3. 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.

7.4. 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 local 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 7 calendar days of new employees commencing performance with the results reported to the COR NLT 30 calendar days after contract award.

8. OPERATIONS SECURITY: 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), Terrorist Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), and all other applicable background checking processing in accordance with (IAW) the United States Forces Korea (USFK) Military Police Installation Access Control Regulation 190-7, the status of forces agreement (SOFA), and all other theater regulations.

9. PROJECT WORK SCHEDULE: Preliminary, Initial and Progress work schedules shall be submitted to the COR in accordance with the O&M Specification, Section 01 32 01.00 10. Project schedule submittal requirements are defined in section 01 32 01.00 10 of the O&M specs. Preliminary project schedule is due within five (5) calendar days after NTP is issued. The project work schedule shall be Network Analysis Schedule (NAS), NAS is due within fifteen (15) calendar days after NTP is issued. NAS shall include all activities to complete project. Each activity shall specify the prime contractor work and subcontractor work portions. The Contractor shall perform on the site, and with its own organization, work equivalent to not less than 50 percent of the total amount of work to be performed under each task order. The contractor shall maintain an updated progress schedule and submit a complete update no later than 4 working days after each periodic scheduled meeting or upon COR request. The schedule shall be current within one month, upon government inspection.

10. 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. The contractor shall be provided a list of others to coordinate with at the pre-construction conference. Each contractor shall afford all other contractors reasonable opportunity to work or store materials. Before proceeding with any work, the contractor shall consult applicable drawings and specifications for each trade involved.

11. CONSTRUCTION: Prior to start of any work for civil, mechanical, and electrical, the contractor shall obtain written permission from the COR. The contractor shall submit a request for the construction permit in writing, at least ten (10) working days prior to the anticipated start of work. The request shall be submitted to the COR.

12. MATERIALS COMPLIANCE: The Contractor shall ensure that all materials used meet the requirements of the contract and provide proof, upon request, to the COR. Materials not meeting the requirements of the contract shall not be brought to the job site. All materials shall be new and shall be the standard products of a manufacturer engaged in the manufacturing of such products. Any materials used in the performance of this contract not compliant with applicable contract specifications and/or requirements, shall be removed and replaced at the expense of the contractor and not the U.S. Government.

13. HOISTING AND MOVING EQUIPMENT: The prime contractor and subcontractor shall provide all cranes, lifts, and any other moving equipment necessary for the proper and efficient movement of materials. The equipment shall be provided with proper guidelines, bracing, safety devices, and any other associated safety measures, as required by USACE EM 385-1-1. Prime contractor and subcontractors are responsible for safe operations.

14. EQUIPMENT: All Contractor equipment shall be functional and must meet safety standards in accordance with USACE EM 385-1-1. It is the responsibility of the contractor to inspect all of its equipment prior to use. Equipment not completely safe or functional as determined by the Government, shall be repaired, and replaced before work is initiated.

15. RECORD DRAWINGS: During performance of work under this contract, the contractor shall accurately record and delineate on a set of electronic CAD and PDF of contract drawings all changes in such work which constitute departures from the original contract drawings. The set of drawings (three CDs), 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.

16. UTILITY CUTOVERS AND INTERRUPTIONS: Ensure utility cutovers and interruptions are conducted after normal working hours or on Saturdays, Sundays, and U. S. Government holidays as identified in Local Clause 5152.222-4007. Ensure that new utility lines are complete, except for the connection, before interrupting existing service. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, shall be considered utility cutovers. All utility cutovers and interruptions shall be coordinated with the Contracting Officer Representative (COR).

17. WORK OUTSIDE REGULAR HOURS: Unless specified in the task order, work outside regular working hours requires Contracting Officer’s approval. A written request, substantiating the reason for this consideration, should be made at least fourteen (14) calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During period of darkness, the different areas at the work site shall be lighted in a manner approved by the Contracting Officer. The Contractor shall make utility cutovers after normal working hours or on Saturdays, Sundays, and U.S. Government holidays, unless directed otherwise.

18. WINTERIZATION: The contractor may be required to perform weather sensitive work during the winter season, which may cause additional costs to be incurred for the contractor. These additional costs are the contractor’s responsibility in the event it is required to work during the winter.

19. If the contractor falls five (5) days or 5% behind the schedule, the contractor shall report to the COR via email on that day.

20. Corrective Action Report (CAR): Whenever the government identifies a contract NC (Non-Conformance) that cannot be corrected on-the-spot, the Contracting Officer will issue a written CAR. The Contractor shall submit the contractor’s Corrective Action Plan (CAP) signed by one level above the Project Manager or Contract Manager to the Contracting Officer within seven (7) days for a level-2 (L2) and three (3) days for a level-3 (L3) after receipt of

CAR.

20.1. A Level II CAR will be issued for a major NC (other than critical), that is likely to result in failure of the supplies or services or is likely to materially reduce the usability of the supplies or services for their intended purpose. Deficiencies that are recurring (repetitive Level I NCs documented by the Government) or for a non-responsive contractor to negative trends or failure of the contractor's quality control can also be elevated to a Level

II CAR.

20.2. A Level III CAR will be issued for a critical NC that is likely to result in hazardous or unsafe conditions for individuals using, maintaining, or depending upon the supplies or services is likely to prevent performance of a vital agency mission; is for a repeated or uncorrected Level II CAR; or is for a non-responsive contractor to a Level II CAR. Critical NCs shall result in the issuance of a written CAR to the contractor requiring the development of a CAP by the contractor which identifies the root cause, corrective action for the root cause and for the specific NC, and the target date for implementation of planned actions.

Section E - Inspection and Acceptance

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 Destination Government Destination Government 0002 Destination Government Destination Government 1001 Destination Government Destination Government 1002 Destination Government Destination Government 2001 Destination Government Destination Government 2002 Destination Government Destination Government 3001 Destination Government Destination Government 3002 Destination Government Destination Government 4001 Destination Government Destination Government 4002 Destination Government Destination Government

CLAUSES INCORPORATED BY FULL TEXT

52.246-12 INSPECTION OF CONSTRUCTION (AUG 1996)

(a) Definition. "Work" includes, but is not limited to, materials, workmanship, and manufacture and fabrication of components.

(b) The Contractor shall maintain an adequate inspection system and perform such inspections as will ensure that the work performed under the contract conforms to contract requirements. The Contractor shall maintain complete inspection records and make them available to the Government. All work shall be conducted under the general direction of the Contracting Officer and is subject to Government inspection and test at all places and at all reasonable times before acceptance to ensure strict compliance with the terms of the contract.

(c) Government inspections and tests are for the sole benefit of the Government and do not--

(1) Relieve the Contractor of responsibility for providing adequate quality control measures;

(2) Relieve the Contractor of responsibility for damage to or loss of the material before acceptance;

(3) Constitute or imply acceptance; or

(4) Affect the continuing rights of the Government after acceptance of the completed work under paragraph (i) of this section.

(d) The presence or absence of a Government inspector does not relieve the Contractor from any contract requirement, nor is the inspector authorized to change any term or condition of the specification without the Contracting Officer's written authorization.

(e) The Contractor shall promptly furnish, at no increase in contract price, all facilities, labor, and material reasonably needed for performing such safe and convenient inspections and tests as may be required by the Contracting Officer. The Government may charge to the Contractor any additional cost of inspection or test when work is not ready at the time specified by the Contractor for inspection or test, or when prior rejection makes reinspection or retest necessary. The Government shall perform all inspections and tests in a manner that will not unnecessarily delay the work. Special, full size, and performance tests shall be performed as described in the contract.

(f) The Contractor shall, without charge, replace or correct work found by the Government not to conform to contract requirements, unless in the public interest the Government consents to accept the work with an appropriate adjustment in contract price. The Contractor shall promptly segregate and remove rejected material from the premises.

(g) If the Contractor does not…