CLIN 0003 SOW.pdf

SPECIFICATIONS FOR

SMYU 22-1063, CONSTRUCT SOFTBALL FIELD

OSAN AB, ROK

51ST CIVIL ENGINEER SQUADRON

TABLE OF CONTENTS

SMYU 22-1063

CONSTRUCT SOFTBALL FIELD

Contents

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

2. SCOPE OF WORKS (SOW):

3. REFERENCES AND STANDARDS:

4. CONSTRUCTION SCHEDULE INFORMATION:

5. ADDITIONAL REQUIREMENTS:

6. SECURITY REQUIRMENTS:

7. ENVIRONMENTAL REQUIREMENTS:

8. APPENDIX “A”

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STATEMENT OF WORK

1. GENERAL: The work to be performed for completion of this 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 Non-Work Plan Task Order under the Multiple Award Task Order Contract (MATOC) issued by the 411th CSB, Korea. The definition of Non-Work Plan is a task order in which the Government provides a written statement of work and completed design. The task order proposal submission requirements are as below:

1.3.1. Unless otherwise specified in the Task Order RFP, the Contractor shall provide the following in response to a task order RFP.

1.3.2. Price Proposal

1.3.3. Offer Breakdown: The quantity of all materials and labors in the offer breakdown shall be prepared based on the contract drawing and manufacturer’s technical datasheet with materials coverage rates provided by manufacturer.

1.3.4. Section K (Representations, Certifications and other Statements of Offerors): Offerors must complete all portions of Section K.

1.4. Failure to submit the required documents specified in the Task Order RFP will render an offeror’s Task Order proposal technically unacceptable.

2. SCOPE OF WORKS (SOW):

2.1. CIVIL WORKS:

2.1.1. Demolish/Dispose of outdoor site elements such as sidewalks, concrete ditch, trees and all other exterior structures that lose their usage in the project boundary; approximately 24 or more trees will be transplanted and rest of them will be removed after coordinating with CE Environmental and Community Planner via COR.

2.1.2. Perform clearing, grubbing, and grading; grading will follow an outward direction from the softball field.

2.1.3. Grade down surfaces to ensure the playing field is flat while maintaining the minimum 2% slope; grading the surrounding area and slope properly to get all the water away.

2.1.4. Scarify and recompact the subgrade to 95% of maximum dry density.

2.1.5. Convey runoff to the existing drainage system which is closest to the Softball Field. Ensure that the surface water runoff does not adversely affect the surrounding facilities, roadways and sidewalks located beyond the project limit; create the waterway outside the fence if needed.

2.1.6. Install topsoil for hydroseeding (outfield surface) to a minimum 5” in depth and shall be maintained as per

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UFGS and O&MA specs. Provide 60-70% sand and 15-25% silt and 15-25% clay for infield surface to a minimum 5” in depth; infield soil shall be compacted and free from any debris; hydroseeding shall be done IAW OMA Spec, Section 32 92 19 para 3.2.2.3.

2.1.7. Connect water service line to existing 150PVC pipe including tapping sleeve, thrust blocks and shutoff valves.

2.1.8. Provide hose BIB for grass watering purposes (25mm freeze proof hose bib w/concrete dike) as per O&MA

STANDARD DETAILS.

2.1.9. Provide foul poles matching with the existing softball field by B1472.

2.1.10. Install replaceable rubber home plate.

2.1.11. Install pitcher’s mark.

2.1.12. Provide high density and low pile material for batting circle, batter’s box, and in-field.

2.1.13. Install 1st, 2nd, and 3rd base w/anchored sleeves away from the home base.

2.1.14. Provide concrete sidewalk and curb as shown on drawings.

2.1.15. Provide concrete pads for future bleachers as shown on drawings.

2.1.16. Provide dugouts as shown on drawings.

2.1.17. Provide chain link fence as shown on drawings (5.00m backdrop – galvanized chain-link with overhang panel, 3.05m chain-link fence from backdrop through outfield, and 2.10m chain-link fence -general outfield fencing).

2.1.18. Provide a double swing gate and pedestrian gates as shown on drawings.

2.1.19. Provide baseball field marking matching with the existing softball field by B1472.

2.1.20. Kick off the project after B720 demo project (SMYU 22-1066) is complete.

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

Overall Area of Construction

2.1.22. Provide the grading plan to avoid poor drainage and uneven surface; it needs to get approval from the Project Engineer before kicking off the project.

2.1.23. Provide temporary EGI fence w/silt fence around the construction site.

2.1.24. Removing/transplanting trees shall be coordinated with CE community planner and Environmental through COR; removing trees will need a Wing Commander’s approval.

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

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

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

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2.2 OTHER INFORMATION:

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

2.2.2. Contractor shall submit the tree transplant plans for government review and approval; the plan will include the locations for the tree transplanting based on the tree expert’s recommendation on the tree’s species, size and compatibility with other trees.

3. REFERENCES AND STANDARDS:

3.1. This project shall comply with the “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.

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

3.2.1. UFC 4-740-02 FITNESS CENTERS, UFC 4-022-03 SECURITY FENCES AND GATES, UNITED FACILITIES GUIDE SPECIFICATIONS (UFGS), UFC 3-201 01 CIVIL ENGINEERING, AND UFC 3-201-02 LANDSCAPE

ARCHITECTURE

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

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

3.4 Other Applicable Specific Specifications for Guides: The project shall comply with “Osan AB Architectural Compatibility Plan dated 01 January 2009”

4. CONSTRUCTION SCHEDULE INFORMATION:

KEY INFORMATION FOR CONSTRUCTION SCHEDULE

Project Site Bldg Location or Area Temp New Softball Field by B733

Contract Type MATOC – Non-Work Plan 411TH CSB

Performance of Period (PoP) 240 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 No If yes, Will be determined at pre-con meeting http://www.usfk.mil/Resources/ContractingwithUSFK.aspx http://www.wbdg.org/ccb/browse_cat.php?o=29&c=4 http://www.wbdg.org/ccb/browse_org.php?o=33

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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. 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.

4.2. 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.

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

4.4. 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.

4.5. Period of Performance (PoP) for this project is 240 days after the Notice to Proceed (NTP). This PoP includes base pass, contractor’s mobilization, material procurement lead time, and submittals for government approval.

4.6. 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.

4.7. 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.

4.8. 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.

4.9. 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.

4.10. 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.

4.11. 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.

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4.12. 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.

4.13. 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.

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

4.14.1. Dates of material/product testing

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

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

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

4.14.5. Requests for Information.

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

4.14.7. 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.

5. ADDITIONAL REQUIREMENTS:

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

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

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

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

5.3.1. Damage caused by Contractor within the installation.

5.3.2. Differing site conditions from Contract documents requiring adjustments.

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

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

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

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

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

5.6. Site Cleanliness 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.

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

5.8. Contractor will coordinate with COR for any construction work on the Airfield or within Restricted Areas for access and/or escort requirements. It is common for users to need partial access to the work site during construction.

Contractor shall plan work phasing to facilitate ongoing mission execution upon government request.

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

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

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

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

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

RFP.

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

6. SECURITY REQUIRMENTS:

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

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

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

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6.3. 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.

6.4. 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.

6.5. 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.

6.6. AT/OPSEC REQUIREMENTS: The contractor and all associated sub-contractors will practice Operations Security. The contractor shall not talk about work outside of the work area nor discuss the work being performed on social media. The contractor shall not take pictures/video (to include operation of dashcams or other recording devices in contractor operated vehicles) inside sensitive locations without prior coordination with the organization's OPSEC representative and contracting officer representative. It will be the responsibility of the contractor to safeguard all documents provided. Documents will be stored away from view when not being used. Documents, media, drawings, and other associated material that are no longer needed must be destroyed via approved methods.

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

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

7. ENVIRONMENTAL REQUIREMENTS:

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

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

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

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

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

7.6. The Contractor shall comply with USFK 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.

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

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

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

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

7.11. The Contractor shall submit Erosion and Sediment control plan for pre-approval from CE Environmental Office IAW USFK Regulation 201-1, para 4-3.n.

7.12. 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.

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8. APPENDIX “A”

LIST OF PROVIDED CONTRACT DRAWINGS

DWG NO. SHT NO. REF NO. DESCRIPTION

22-1063 1 OF 18 T-01 COVER SHEET

22-1063 2 OF 18 C-01 EXISTING CONDITIONS - NOTES AND LEGEND

22-1063 3 OF 18 C-02 EXISTING CONDITIONS

22-1063 4 OF 18 C-03 SITE PLAN

22-1063 5 OF 18 C-04 SITE DETAILS

22-1063 6 OF 18 C-05 SITE DETAILS

22-1063 7 OF 18 C-06 SITE DETAILS

22-1063 8 OF 18 C-07 SITE DETAILS

22-1063 9 OF 18 C-08 SITE DETAILS

22-1063 10 OF 18 C-09 SITE DETAILS

22-1063 11 OF 18 C-10 PLANS & SECTION

22-1063 12 OF 17 C-11 GENERAL NOTES & ABBREVIATIONS

22-1063 13 OF 18 C-12 FLOOR PLANS AND ROOF PLANS

22-1063 14 OF 18 C-13 ELEVATIONS, SECTION AND DETAIL

22-1063 15 OF 18 C-14 PLAYING FIELD DIMENSIONS

22-1063 16 OF 18 C-15 COMM & NATURAL GAS UTILITIES

22-1063 17 OF 18 C-16 SEWER & WATER & STORM UTILITIES

22-1063 18 OF 18 C-17 ELECTRIC & FUEL UTILITIES