W90VN624R0022.pdf

F3J3CE4143AW01

A. This Requirements is a project of existing MATOC Work Plan Contractors of Area III, Suw on AB and Osan AB, Korea as follow :

W91QVN24D0022 ~ 0028, -0030, -0031, -0033, -0035, -0036, -0038, -0080,-0083, -0109.

B. Site Visit: Of ferors w ho intend to propose on this solicitation are strongly encouraged to attend the site visit. See site visit clause in Section L for the schedule.

C. Submission of Proposal: See Section L & M

(1) Proposals Packet: It shall be submitted by 1400 hours on the closing date of RFP via email.

(2) Pricing Proposal, Offer Breakdow n, Conceptual Design Data and Completion of Contractor's Tax Exemption Declaration

D. If the contractor is unable to submit the proposal in response to the RFP, the contractor shall submit a "No-Offer Letter" by the date and time specif ied in this solicitation.

MR. PAK, SIN-NAM 315-757-6013

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

02-Jul-2024

(RFP)

(IFB)

X

CALL:

Repair Dinosaur Park at Osan AB

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

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 ________180 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________ FAR 52.211-10

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 specif ied in Item 8 by ___________ local time ______________14 Aug 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 OSAN, UNIT #2039

APO AP 96278-2039

UNITED STATES

W90VN6

PAGE OF PAGES

1 OF

CODE W90VN6

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour)

Sealed envelopes containing offers

411TH CSB, KOREA - RCO OSAN

POC: MR.PAK, SIN NAM

0503-357-6013

SINNAM.PAK2.LN@ARMY.MIL

APO AP 96278-2039

UNITED STATES

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

SMYU 21-4026

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

FAX:TEL: TEL: 0503-357-6013 FAX:

W90VN624R0022 27

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

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Repair Dinosaur Park at Osan AB

FFP

SMYU 21 4026

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

PURCHASE REQUEST NUMBER: F3J3CE4143AW01

PSC CD: Z2PZ

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002 1 Job

WAR HAZARD

FFP

FOB: Destination

PSC CD: Z2PZ

NET AMT

Section C - Descriptions and Specifications

SOW

STATEMENT OF WORK

SMYU 21-4026

REPAIR DINOSAUR PARK

OSAN AB, ROK

1. GENERAL: The work to be performed for completion of this Work Plan project shall be as described in general below.

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

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

1.3. Contract Type: This project is an individual Work Plan Task Order under the Multiple Award Task Order Contract (MATOC) issued by the 411th CSB, Korea. The definition of Work Plan is a task order in which the Government provides 30% of concept design for the contract and contractor shall accomplish and submit 100% design. The task order proposal submission requirements are as below:

2. SCOPE OF WORKS (SOW):

2.1. CIVIL WORKS:

Dinosaur Park

2.1.1. Remove existing rubber tiles, concrete slab, concrete curb, base course and play apparatus including of concrete footing.

2.1.2. Provide new pourable resilient surfacing (Korean Product, pebble flex type) and concrete slab (w/ wire mesh and weep holes) and aggregate base course with concrete curbs around new playground.

- Pourable resilient surfacing: Approx. Area=310 SM, Thickness= Min. 65 mm

- Compacted aggregate base course: Approx. Area=341 SM, Thickness=Min. 100 mm

- Concrete slab: Approx. Area=325.5 SM, Thickness=150 mm

- Galvanized welded wire mesh: Approx. Area=304.0 SM, 150x150 mm

- Weep holes: Approx. 196 EA (Diameter= 50 mm @ 1200 O.C. Spacing)

- Concrete curb: Approx. Length=75 LM, Thickness=200 mm, Width=125 mm

- Slope to drain: Min. 2.0 %

- Conduct compaction (Min. 95%) of existing sub-base course before constructing new base course.

2.1.3. Install new playground equipment (Korean Product) with anchor bolts for posts in the following.

(See APPENDIX “B”, SPECIFICATION FOR KOREAN PLAYGORUND PRODUCT)

- Combination Playground Apparatus (1 SET)

- Table Bench (2 EA)

2.1.4. Install sun shade with galvanized steel posts to cover the playground apparatus as shown on drawings. (Approx. 310 SM, fabric type). Post color shall be approved by 51 CES.

2.1.5. Remove the top soil on slope where in-ground slides will be placed. (approx. 14.7 CM)

2.1.6. Provide in-ground slides (Korean Product) with rails on both sides, wood plastic composite deck floor, galvanized angle iron and concrete slab w/wire mesh and aggregate base course.

- Compacted aggregate base course: Approx. Area=75.3 SM, Thickness=Min. 100 mm

- Concrete slab: Approx. Area=71.9 SM, Thickness=100 mm

- Galvanized welded wire mesh: Approx. Area=66.4 SM, 150x150 mm

2.1.7. Cover the exposed pipes with wood plastic composite deck on the retaining wall as shown on drawings.

2.1.8. Remove existing sidewalk, six path lights, BBQ pit, flower beds, bushes, benches and tables, block paving, and railing, etc. as shown on drawings.

2.1.8.1 Trees will remain in place.

2.1.8.2 Curb with bricks on the south side of BBQ area shall remain as shown on drawings.

2.1.9. Extend the curb after the BBQ pit is removed.

2.1.10. Provide solid sodding with watering as indicated in the project drawing. (approx. 1,540.0 SM)

Assess the site’s topography, soil type, and existing drainage pattern. Build an effective drainage system such as French Drain to maintain healthy turfgrass and prevent waterlogged areas. Install subsurface drains (such as perforated pipes) to channel excess water away from the sodded area.

Ensure proper grading for efficient water flow and gentle slopes to encourage runoff without causing erosion. Use well-draining soil for sod preparation. Amend heavy clay soils with organic matter to improve drainage. The soil should be well-compacted and free from rocks and other obstacles.

2.1.11. Repair existing stairs and provide a hand railing as shown on drawings.

2.1.12. Remove lighting fixtures embedded into the riser of the stairs and patch the damage.

2.1.13. Extend the existing sidewalk to the playground with ADA landing at the end as shown on drawings. New sidewalk installation will have curb on both sides. Concrete sidewalk requires 150MM thickness non-frost-susceptible base course.

2.1.13.1 Provide expansion and contraction joints.

2.1.14. Extend the soccer field fence with 1.5m opening as shown on drawings. (approx. 6.9LM)

2.1.15. Provide safety net with 3x 100mm galvanized steel posts and concrete footings. The height shall match the one on east side of soccer field.

Make the ground surface even for strollers to access between parking lot and playground as shown on drawings.

2.1.16. Remove two existing benches on the west side of playground. Two on east side to remain in place.

2.1.17. Clean out sediment and debris in existing underground concrete storm drain. (approx. 50LM)

2.1.18.1. Provide video and pictures before, during and after cleaning out sediment and debris in existing storm drain.

2.1.18. The existing erosion protection system by in-ground slide rail shall remain in place.

2.1.19. Provide three trash cans at the designated locations as shown on drawings.

2.1.20. Provide safety padding affixed to the retaining wall on the top of the in-ground slides for safety.

(approx. 16.9SM)

2.1.21. Protect the curb while demolishing the sidewalk attached to the curb of the soccer field.

2.1.22. Backfill the height difference to be a continuous slope surrounding playground from existing ground level to 1 inch recessed from the top of the playground curb.

2.1.23. Provide safety barricades during construction. (Approx. 230.0 LM)

2.1.24. Provide temporary dustproof net during construction. (Approx. Length=220.0 LM, Height=3.0 meter)

2.1.25. Disposal for all construction debris & industrial waste shall comply with Environmental

Requirements.

Overall Area of Construction

2.1.26. Any damage to facilities, equipment, or infrastructure not marked for demolition shall be repaired or replaced by contractor at no expense to the government.

2.1.27. Safety barricades shall be installed to prevent access to people/residents during the construction period.

2.1.28. Cover must be installed when construction materials and playground equipment are stockpiled on site.

2.1.29. The contractor shall field check and verify all dimensions and existing conditions prior to construction.

2.1.30. Construction signs, lights, and barricades shall be installed at locations necessary to maintain a safe work site condition.

2.1.31. All ground surfaces disturbed by construction shall be restored to its original condition.

2.2 OTHER INFORMATION:

2.2.1. Contractor shall submit work plans and schedules to COR prior to start of construction.

2.2.2. The contractor shall comply with ‘Safety Standards for the manufacture and installation of children's rides (Korea)’ (어린이놀이기구의 생산 및 설치에 대한 안전기준).

2.2.3. The playground equipment installation company must have ‘Installation License for Landscaping

Facilities (Korea)’ (조경시설물설치공사면허).

2.2.4. Contractor shall install furnished playground equipment in accordance to manufacturer's recommendations.

2.2.5. Contractor shall proceed with the construction in accordance with the phasing plan. To decide phasing plan the contractor shall coordinate a meeting with the Housing Office via COR prior to construction.

REFERENCES AND STANDARDS:

3.1. This project shall comply with all regulations and requirements stated in the MATOC contract in addition to the following:

3.1.1. “Standard Technical Specifications and Standard Detail Drawings for OMA Projects, Korea” dated 30 November 2015 issued by the Department of the Army, Installation Management Agency, Korea Region Office.

The most current specifications (O&MA Specification 2014, Revision-1) and standard drawings are available at the Engineering Flight, 51st Civil Engineer Squadron, Osan AB, Unit 2129, APO AP 96278-2129 and also are located on the Web Page http://www.usfk.mil/Resources/ContractingwithUSFK.aspx.

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

3.1.3.Air Force Criteria as published on the Whole Building Design Guide:

http://www.wbdg.org/ccb/browse_org.php?o=33

3.1.4.“Osan AB Architectural Compatibility Plan dated 01 January 2009” and Chapter 6 of USFK Regulation 201- 1, Korean Environmental Governing Standards, and Osan Air Base Hazardous Waste Management Plan.

3.2. If there is a conflict of requirement between MATOC document and this SOW, the most stringent of requirements shall be met.

3.3. The manufacture and installation of Korean playground apparatus and rubber tiles shall comply with

APPENDIX “B”, “SPECIFICATION FOR KOREAN PLAYGORUND PRODUCT”.

4. CONSTRUCTION SCHEDULE INFORMATION:

KEY INFORMATION FOR CONSTRUCTION SCHEDULE

Project Site Bldg Location or Area

Contract Type MATOC – Work Plan 411TH CSB

Performance of Period (PoP)

180 Days after NTP issued PoP includes material procurement, digging permit, AF Form 3000 approval & contractor mobilization

Temporary Airfield Construction Waiver Required (TACW)

No If yes, TACW requires minimum 60 days to be approved

Risk Assessment (RA) Required

No If yes, RA requires minimum 60 days to be approved

Phasing Work Required Yes If yes, Will be determined at pre-con meeting

Military Training Event Anticipated

No If yes, Minimum 21 days of Military Training Event anticipated during PoP

Restricted Area Escort Required

No If yes, Open Area 14 & 17 IAW 51FWI 31-101

4.1. Government provides 30% of concept design for the contract and contractor shall accomplish and submit 100% design (MATOC WORK PLAN). Following documents shall be submitted for technical evaluation.

4.1.1. Required Conceptual Drawings for Technical Evaluation purpose:

- Site plan/Demolition plan

- The layouts of the playground equipment marked with the safety distance

- Material information on playground equipment & rubber flooring material (Catalog cuts including a Korean Playground Equipment Safety Certificates & Test Reports

(안전인증제품증명서))

- ‘Certificate of Direct Production Confirmation (직접생산확인증명서)’ for combination playground apparatus

- Detail/section for playground (base course and concrete pad w/weep holes, and rubber flooring)

- Detail for sun shade with concrete footings

- Drainage system plan w/details for sodding

- Detail for exposed pipe cover

- Detail for sidewalk, hand railing, safety net w/steel post & concrete footing, and wood plastic composite deck

4.1.2. Offer Breakdown for Technical Evaluation purpose

4.1.3. Required Final Drawings/Documents after Contract Award

- Detailed demolition plan

- Construction drawings (100%) of playground equipment & rubber flooring material

- Details of playground equipment & rubber flooring material

- Detail/section for playground (base course and concrete pad w/weep holes, and rubber flooring)

- Detail for sun shade with concrete footings

- Drainage system plan w/details for sodding

- Detail for sidewalk, hand railing, safety net w/steel post & concrete footing, and wood plastic composite deck

- Detail for exposed pipe cover

- Installation plan and drawing of safety barricade & dustproof net

- Detailed phasing plan & schedule

- Certificates and test reports specified in Appendix "B", SPECIFICATION FOR KOREAN

PLAYGROUND PRODUCT

Final drawing package submittal including details and plans of project area shall be submitted within 30 days after pre-construction meeting.

Ownership of Construction Drawings: The Government shall take full ownership of the drawings submitted with the proposal and after contract award.

AS-BUILT DRAWINGS: A complete set of As-Built drawings shall be provided by the Contractor to the

U.S. Government. When all drawing updates (if any) have been made, the COR will notify the Contracting Officer so that the final payment may be released. Up to ten (10%) percent of the total contract amount may be withheld pending completion of As-Built drawings.

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

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

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

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

4.6. Period of Performance (PoP) for this project is 180 days after the Notice to Proceed (NTP). This PoP includes base pass, contractor’s mobilization, material procurement lead time, and submittals for government approval.

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

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

4.9. AF Form 3000 Submittals based on the Submittal Register are due no later than 30 days following NTP or 15 days after an RFI is answered if beyond the initial 30 days.

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

4.11. Military Training Events are anticipated to occur during the construction period as indicated in Table above.

During Training Event, contractor will not be allowed to access the project site. Contractor shall consider these conditions in their proposal. Contractors will be given 72 hours’ notice of work stoppage without incurring penalty to the Government.

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

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

4.14. Due to the mission requirements on the installation, there may be occasional restrictions on normal working hours and site access. Please be aware that site access windows are subject to change without prior notice.

Contractors are advised to take this work environment into account when preparing their bids.

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

4.15.1. Dates of material/product testing

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

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

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

4.15.5. Requests for Information.

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

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

ADDITIONAL REQUIREMENTS:

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

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

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

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

6.1.2. Damage caused by Contractor within the installation.

6.1.3. Differing site conditions from Contract documents requiring adjustments.

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

6.1.5. Changes to project timeline to include weather events, delays in material delivery, or lack of workers.

Changes to project scheduled shall be relayed to COR within 24 hours.

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

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

6.1.6. The Contractor’s Safety Representative shall be contactable and able to arrive on site within two

(2) hours of being requested.

Site Cleanliness and Cleanup: The Contractor shall keep the work areas in or near unit free from accumulations of waste material and rubbish. Contractor’s tools and equipment will not be placed directly on unprotected surfaces. Upon completion of work, the Contractor shall leave the work site and premises in a clean and neat condition. The Contractor shall not place trash in refuse containers at the unit or any location other than the designated containers at his on base facility.

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

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

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

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

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

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

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

RFP.

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

SECURITY REQUIRMENTS:

Contractor’s personnel or any representative of the contractor entering installation/base shall abide by all security regulations imposed by Installation Commander or Base Commander at all times and shall be subject to security checks. Contractor’s personnel and property shall be subject to search and seizure upon entering the confines of the installation/base, while on, and upon leaving confines of the installation/base.

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

7.2. ALERTS: During military alerts or special operations, the contractor may not be authorized on base or in the work site. When the contractor is prohibited from access to the base or work site for one (1) day or less per month, no adjustment in the contract time shall be made. When the contractor is prohibited access for more than one (1) day per month, adjustments shall be made in accordance with applicable clauses of the General Provisions.

7.3. Physical Security: The Contractor shall be responsible for safeguarding all government property provided for Contractor use. At the close of each work period, government facilities, equipment, and materials shall be secured; lights, and water turned off, adjust heat and air conditioning appropriately, and all doors and windows secured.

7.4. BASE PASSES: The contractor shall be required to obtain base passes to Osan Air Base to perform the requirements of this contract. The contractor shall be responsible to submit a base pass request no later than five

(5) calendar days after award of this contract. It should be noted that it can take up to 30 days or more to process base pass paperwork. It shall be the responsibility of the contractor to prepare the necessary base pass paperwork to include USFK Form 82-E, USFK Form 225EK-E, family history register, local register, etc. for each individual requiring access to Osan Air Base. The contractor shall also be authorized to receive vehicle passes for each of the contractor’s vehicles used in the performance of the requirements of this contract. It shall be the responsibility of the contractor to prepare the necessary paperwork to include USFK Form 195EK-E, vehicle registration, vehicle insurance, certificate of safety inspection and a copy of driver’s license for each vehicle requiring access to Osan Air Base. The contractor shall prepare a cover letter listing each individual, skill, escort privileges, vehicle type, vehicle registration number, etc. The contractor shall also provide the COR with two (2) copies of this request letter, with carbons, to include the top copy with original signatures. Escort privileges will be justified and limited to specific needs for contract completion and at the discretion and approval of the sponsor and requesting authorities identified in Block 13 and Section III of the USFK Form 82- E, Application for Installation/Base Access. The contractor shall not be authorized to perform any portion of the contract requirements until such time that the contractor has processed the necessary base pass paperwork for entry onto Osan Air Base. The COR shall not provide or be responsible to provide the contractor with escorts during performance of any part of this contract.

All of the above documents shall be turned in to the COR for processing with the 51st Security Forces.

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

Documents, media, drawings, and other associated material that are no longer needed must be destroyed via approved methods.

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

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

7.6.2.

ENVIRONMENTAL REQUIREMENTS:

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

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

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

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

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

8.5. The Contractor shall comply with USFK Regulation 201-1, Chapter 7, paragraph 7-3.q., specific standards for construction waste. The Contractor shall report the metric tons for construction and demolition (C&D) debris, including cost deposited in a landfill, incinerated, or diverted (recycled), respectively, to Environmental Office thru COR every 30 days for each project site. The Contractor shall use the C&D container (Roll-Off type) with water-proof lid and keep it always covered except when in use.

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

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

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

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

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

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

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

W90VN624R0022

APPENDIX “A”

LIST OF PROVIDED CONTRACT DRAWINGS

DWG NO. SHT NO. REF NO. DESCRIPTION

21-4026 1 OF 9 C01 TITLE PAGE AND PROJECT LOCATION

21-4026 2 OF 9 C02 LOCATION MAP

21-4026 3 OF 9 C03 SITE PLAN

21-4026 4 OF 9 C04 SITE PLAN

21-4026 5 OF 9 C05 EXISTING COMM SYSTEM

21-4026 6 OF 9 C06 EXISTING ELECTRICAL SYSTEM

21-4026 7 OF 9 C07 EXISITN FUEL SYSTEM

21-4026 8 OF 9 C08 EXISTING SEWER SYSTEM

21-4026 9 OF 9 C09 EXISTING STORMWATER SYSTEM

APPENDIX “B”

SPECIFICATION FOR KOREAN PLAYGROUND PRODUCT

1. CONSTRUCTION OVERVIEW

(1) Playground location in Military Family Housing (Dinosaur Park)

(2) Work Scope (Composition of playground apparatus & flooring)

- Playground (Dinosaur Park)

ITEM Min. SIZE (mm)

COMPONENT/

STNADARD

QUANTITY NOTE

Combination Playground Apparatus

10,800 * 7,360

Material: LLDPE/ STS/ AL/ Lamis/ Powder & Urethane Coating

1 SET - Post: 6ea or more.

- Slide: 2ea or more (incl.

cylindrical or spiral type)

- Certificate of Analysis for Non- Toxic

Table Bench 1,600 * 460 Material: STS/ PE Panel/ Powder Coating

2 SET

Pebble Flex (chip type)

T65 Upper Layer: T15mm, Lower Layer: T50mm, (Group Standard Certification Product, (단체표준인증제품))

84 Square Meter (SM)

See ‘(2), 2) Material Confirmation, [SPECIFICATION OF RUBBER

FLOORING]’

* LLDPE: Linear Low Density Polyethylene, STS: Stainless Steel, AL: Aluminum, STL: Steel, PE: Polyethylene

2. SPECIFICATION

Classification: Playground Equipment and Rubber Tiles in Playgrounds Playground equipment must be tested for lead-based paint using X-ray fluorescent (XRF) by CE

Environmental Office prior to installation of the equipment. Any paint coating with lead levels that equal or exceed one (1) milligram per square centimeter (mg/cm2) are not acceptable. Coordinate with CE Environmental Office, DSN 784-4272, for testing LBP.

Scope of Application: The playground equipment and rubber tile installed in playgrounds of MFH shall use products that have completed the safety inspection of rides under ‘Quality Management and Industrial Products Safety Management Act (Korea)’.

General Requirement

1) Among the matters not specified in this specification, all matters related to design and performance requirements, materials, manufacturing and installation shall be in accordance with the drawings or standard specification.

2) Installation should be made in consideration of functional and aesthetic aspects.

3) General Requirement for Installation

Installation must be performed in accordance with the construction drawings, details and specifications (manufacturer standards), and must be performed by a manufacturer's technician or experienced skilled technician.

After construction is completed, the maintenance manual/guideline provided by the product manufacturer must be transferred to the maintenance manager/users.

4) General Requirement for Construction Referring to the drawings, the required safety distance between playground equipment is secured and arranged. If the safety distance is not secured due to on-site conditions, the equipment shall be moved and placed in consideration of user’s movement under consultation with the engineers.

[SPECIFICATION OF COMBINATION PLAYGROUND APPARATUS]

1. COMMMON SPECIFICATION

(1) Based on model specifications (safety specifications) of Playground Product Company.

(2) Products certified for safety under ‘Children's Play Facility Safety Management Act

(어린이놀이시설안전관리법)’ should be used. (KSP (Korea Safety Product) Certificate is required.)

2. GENERAL SPECIFICATION

(1) The main posts is injected with Փ114*3T (minimum) or more to use the coated posts for the safety of the users from aluminum contamination.

(2) The upper structure connected to the foundation is constructed while maintaining accurate horizontal and vertical during foundation installation.

(3) When fixing the upper part and the base part of the facility by the anchor bolts, it should be firmly fixed to prevent loosening.

(4) The foundation of the playground equipment is constructed with anchor bolts on the concrete pad to prevent movement.

(5) Deck uses a standard size of 1000*1000m/m or more, and it coated with PVC or urethane should be used.

(6) The slide, cylindrical tunnel, and safety panel should be made of UV-coated polyethylene product.

(7) After installation of playground equipment is completed, the construction site must be cleaned up.

(8) For continuous construction site protection and concrete curing, install safety sign/rope to prevent enter the construction site until completion.

[SPECIFICATION OF SWING]

(2) Products certified for safety under ‘Children's Play Facility Safety Management Act

(어린이놀이시설안전관리법)’ should be used. (KSP (Korea Safety Product) Certificate is required.)

2. GENERAL SPECIFICATION

(1) It is the shape of connecting steel pipes coated with anti-contamination, and is manufactured in the shape of a tricycle connecting one (1) steel pipe and two (2) main posts to a horizontal pipe. Main post and horizontal pipe should not be welded directly.

(2) The swing rope uses a product coated with urethane on a stainless steel (STS) wire.

(3) The saddle should be made of urethane.

(4) All parts used for playground equipment, such as bearings, meet KS (Korea Standards) and use products with durability and wear resistance.

(5) The vertical pipe size should be Փ89.1*2T (minimum) or more as a pillar and the horizontal pipe should be

Փ89.1*2T (minimum) or more. All pipes should be coated to prevent contamination.

(6) To prevent movement, the foundation should be constructed with anchor bolts on concrete pad or should be construct concrete footings.

(7) After installation of playground equipment is completed, the construction site must be cleaned up.

(8) For continuous construction site protection and concrete curing, install safety sign/rope to prevent enter the

[SPECIFICATION OF SWING BENCH FOR TODDLER]

(2) Products certified for safety under ‘Children's Play Facility Safety Management Act

(어린이놀이시설안전관리법)’ should be used. (KSP (Korea Safety Product) Certificate is required.)

2. GENERAL SPECIFICATION

(1) All cutting planes must be painted and smooth.

(2) The areas to be welded must be clean.

(3) It is manufactured so that it can rebound in both directions.

(4) The saddle is designed with a PE panel (Min. 18T) and fixed flat with bolts and nuts.

(5) The foundation of the playground equipment is constructed with anchor bolts on the concrete pad to prevent movement.

(6) After installation of playground equipment is completed, the construction site must be cleaned up.

(7) For continuous construction site protection and concrete curing, install safety sign/rope to prevent enter the

[SPECIFICATION OF TABLE BENCH]

(2) Products certified for safety under ‘Children's Play Facility Safety Management Act

(어린이놀이시설안전관리법)’ should be used. (KSP (Korea Safety Product) Certificate is required.)

2. GENERAL SPECIFICATION

(1) All cutting planes must be painted and smooth.

(2) The areas to be welded must be clean.

(3) The height of the bench chair is manufactured and installed at a height where adults and children can sit comfortably.

(4) The saddle is designed with a PE panel (Min. 18T) and fixed flat with bolts and nuts.

(5) The foundation of the playground equipment is constructed with anchor bolts on the concrete pad to prevent movement.

(6) After installation of playground equipment is completed, the construction site must be cleaned up.

(7) For continuous construction site protection and concrete curing, install safety sign/rope to prevent enter the construction site until completion.

[SPECIFICATION OF RUBBER FLOORING (PEBBLE FLEX, CHIP TYPE)]

1. RANGE OF APPLICATION

This specification stipulates the elastic flooring materials for children's playground equipment installed on site to reduce injuries caused by drop impact where children's rides are installed using urethane binders and rubber powder.

2. CONSTRUCTION & MAINTENANACE SPECIFICATION

(1) Work Flow

(2) General matters by Construction (pouring work) Phase

1) Pouring work General matters for pouring work stipulate ones concerning material confirmation, surface preparation, pouring, and finishing. Air pollution, water quality problem, noise, odor, and discharge of harmful substances should be fully considered. In the case of the urethane binder, it should not be buried when the humidity of the pouring work environment is 85% or more. When the surface temperature is 5°C or less or 40°C or higher, it should not be covered.

2) Material Confirmation The transaction details should be checked to ensure that the manufacturer's products suitable for the design specification are delivered correctly. Materials must be brought in according to the design volume.

Mix rubber chip of upper layer & binder

Mix rubber chip of lower layer & binder

Construct binder

Construct upper layer Second Curing

Construct lower layer

Surface Preparation Primer coat

Compact upper layer

Compact lower layer

First Curing

Confirm Material

G2B

(ID #)

(https:// www.g2b.

go.kr)

Standard Name Standard Dimension

(mm)

Demand Quantity per (m2)

Material Suppliers Country of Origin

Material Name

Demand Quantity (kg/m2)

22518927 Elastic flooring material for children's playground, KTR- SSPS3, T65mm, Class 1

T65 Primer 0.3 - KANGNAM CHEMICAL Corp.

- SAMSUNG POLYMER

CO., LTD

- T&S Corp.

Korea

Color

EPDM,

rubber powder (upper layer)

12 - NAMMYUNG Corp.

- SCR Corp.

- DAEGUN C&L Corp.

- HANGIL RMB Corp.

Korea

Tier rubber powder (lower layer)

27 - NAMMYUNG Corp.

- INCORE TECH Corp.

Urethane binder

6.5 - KANGNAM

CHEMICAL Corp.

- SAMSUNG POLYMER

CO., LTD

- T&S Corp.

3) Defect Management The base layer (slab) must be a concrete structure and there should be no water ponding. A water collecting pipe or drainage pipe must be installed at the bottom, connected to the sewer pipe, and a shock absorbing floor material shall be laid, and the surface slope of the concrete layer (slab) shall be suitable for Table 1.

Table 1. Slope of Concrete Layer (slab)

ITEM STANDARD

SLOPE (%) Min. 2.0

Be sure to check the curing of the concrete surface and remove all foreign substances (weeds, fallen leaves, dust, soil, etc.) that can cause important defects in rubber pouring work. The concrete surface must be checked whether it is on the slope and thickness, and if there are problems, consult with an engineer, and check the matters to be taken.

4) Primer Coat After the concrete surface preparation, the urethane primer should be uniformly coated using a roller or an air spray.

The amount of urethane primer coating should be within 0.3kg/m2±3%. This work may be omitted according to the pouring method.

5) Mix Rubber Chip of Lower Layer & Urethane Binder After the concrete surface preparation, the urethane primer should be uniformly coated using a roller or an air spray.

The amount of urethane primer coating should be within 0.3kg/m2±3%. This work may be omitted according to the pouring method.

6) Construction & Compaction of Lower Layer Primer is coated on the concrete layer (pad) and the lower layer is poured before the primer is cured. The mixed material is uniformly covered to be equal to or greater than the minimum thickness specified in the drawing before curing. The roller is 10 kg or more, and the surface temperature of the roller is 160°C or less in summer and 200°C or less in winter. If it is impossible to construct the entire area a day, cut the junction by about 3 cm the next day and continue construction.

7) First Curing After all work is completed, people, etc., are controlled from entering the construction site and have a curing period of more than 24 hours.

8) Construction of Urethane Binder In order to increase the adhesive strength of the upper and lower layers, binder work is conducted before construction of the upper layer. Construct in the same way as primer pouring work.

9) Mix Rubber Chip of Upper Layer & Urethane Binder The mixing is sufficiently stirred so that the entire surface of the rubber chip can be coated with the urethane binder with a cylindrical low-speed stirrer by properly mixing the dry rubber chip and the urethane binder in a mixing ratio.

* Upper layer mixing ratio (rubber powder: urethane binder = 100:20 or more)

10) Construction & Compaction of Upper Layer Primer is coated on the lower layer and the upper layer is poured before the primer is cured. The mixed material is uniformly covered to be equal to or greater than the minimum thickness specified in the drawing before curing. The roller is 10 kg or more, and the surface temperature of the roller is 160°C or less in summer and 200°C or less in winter. If it is impossible to construct the entire area a day, cut the junction by about 3 cm the next day and continue construction. Make sure the surface is flat as a whole and the corners are not sharp. Make sure that there are no significant defects in appearance, such as bending, twisting, swelling, cracking, tearing, or defects. Make sure that the color is uniform without any color. However, those for patterns are excluded. Make sure that there is no separation between the rubber flooring material, the boundary curbs, and the adhesion surface to the playground equipment.

11) Second Curing…