C10. W91QVN-20-F-0597.docx

W91QVN18D0060

W91QVN20F0597

Section B - Supplies or Services and Prices

KRW0.00

FFP

The Contractor shall provide all labor, tools, equipment, supplies and any other resources necessary to upgrade USFK facilities (Including New Construction Work under $2,000,000.00) located in the Republic of Korea. Actual work to be performed will be identified by individual Task Order.

2001AA

FFP

Project #: SMYU20-1009, Repair Storm Drainage Systems, 'C' Diamond (Secondary Chanel) at Osan AB, ROK FOB: Destination

PURCHASE REQUEST NUMBER: F3J3CE0171AW03-01

PSC CD: Z2AA

ACRN AA

CIN: 00000000000005491599

$818,862.33

NSP

FFP

Estimated Cost for War Hazard Losses is Zero (0).

FOB: Destination

PURCHASE REQUEST NUMBER: F3J3CE0171AW03-1

PSC CD: Z2AA

NET AMT

ACRN AA

CIN: 00000000000005711291

$0.00

Section C - Descriptions and Specifications

WORK PLAN TASK ORDER OF W91QVN18D0060/W91QVN20F0597

REPAIR STORM DRAINAGE SYSTEMS, ‘C’ DIAMOND(SECONDARY CHANNEL)

AT OSAN AB

TECHNICAL PROVISION-I

STATEMENT OF WORK

PROJECT NO TITLE LOCATION

SMYU 20 1009 REPAIR STORM DRAINAGE SYSTEMS OSAN AB

‘C’ DIAMOND (SECONDARY CHANNEL)

1. DESCRIPTION: 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 drawings and specifications.

2. PRINCIPLE FEATURES: This project is K-work (repair) and also includes the following principle features:

1.

2.

2.1. CIVIL WORK:

Northeast Storm Ditch in C Diamond

2.1.1. Replace existing natural swale with 1500 millimeter (mm) x 1000mm concrete ditch with steel grate cover. The ditch will be reinforced concrete and fully covered by steel grate cover. (Approx. 310 linear meter (LM))

2.1.2. Replace existing swamp soil in natural swale with crushed aggregate base course. (0.6 meter (M) thickness, Approx. 465 cubic meter (CM))

2.1.3. Install five (5) ea concrete junction boxes with steel grate cover as indicated in the drawing.

2.1.4. Provide hydro-seeding at disturbed area after excavation and ditch installation works. (Approx. 1,860 square meter (SM))

Southeast Storm Ditch in C Diamond

2.1.5. Replace existing natural swale with 2000 mm x 1500mm concrete ditch with steel grate cover. The ditch will be reinforced concrete and fully covered by steel grate cover. (Approx. 220 LM)

2.1.6. Replace existing natural swale with 600mm x 600mm concrete open ditch with base course. (Approx. 50 LM)

2.1.7. Replace existing swamp soil in natural swale with crushed aggregate base course. (0.6 meter (M) thickness, Approx. 350 cubic meter (CM))

2.1.8. Install five (5) ea concrete junction boxes with steel grate cover as indicated in the drawing.

2.1.9. Remove existing Portland Cement Concrete (PCC) pavement (9 inch (in) thickness (thk)) in Southeast leg of Charlie diamond taxiway including base course (6 in thk), sub-base course (12 in thk), and saw-cutting dowel bars. (Approx. four (4)ea PCC slabs with 12.5 ft x 12.5 ft (PCC pavement)). Existing base course adjacent slabs shall be protected for erosion.

2.1.10. Remove existing Asphalt Concrete (AC) pavement (4 in thk) in Southeast leg of Charlie diamond taxiway including base course (6 in thk), sub-base course (12 in thk). (Approx. 2 Meter (M) width)

2.1.11. Dispose removed PCC and AC pavement, base course, and sub-base course in appropriate off-base disposal site.

2.1.12. Provide reinforced concrete box culvert (RCBC) (800mm x 800mm) where PCC slabs and AC shoulders are removed. RCBC shall run from new junction box in C diamond to existing storm channel at out of airfield security fence and shall bear heavy loading compaction energy above airfield taxiway pavement construction. (Approx. 180 LM)

2.1.13. Remove and reinstall existing flight-line security fence for RCP work. (Approx. 15 LM)

2.1.14. Provide PCC pavement (9 in thk) for aircraft taxiway with necessary joints, joint sealant, dowel bars, and airfield marking. (Approx. four (4)ea PCC slabs with 12.5 ft x 12.5 ft (PCC pavement), Soil classification of subgrade: CL, K value of subgrade: 225)

2.1.15. Provide AC pavement (4 in thk) in Southeast leg of Charlie diamond taxiway including markings, prime coat. (Approx. 15 LM length, 2 Meter (M) width)

2.1.16. Provide six (6) in base course and twelve (12) in sub-base course for PCC and AC pavement in taxiway. Both courses shall be inspected based on compaction & density requirement based on Airfield pavement in OMA Specification. Contractor shall provide third party’s field/laboratory test report to the government.

2.1.17. Provide hydro-seeding at disturbed area after excavation and ditch installation works. (Approx. 1,320 SM)

2.1.18. Provide Foreign Objective Disposal (FOD) fence for pavement work.

Southwest Storm Ditch in C Diamond

2.1.19. Replace existing natural swale with 2000mm x 1500mm concrete ditch with steel grate cover. The ditch will be reinforced concrete and fully covered by steel grate cover. (Approx. 260 LM)

2.1.20. Replace existing swamp soil in natural swale with crushed aggregate base course. (0.6 M thick, Approx. 470 CM)

2.1.21. Install ten (10) ea concrete junction boxes with steel grate cover as indicated in the drawing.

2.1.22. Remove existing Portland Cement Concrete (PCC) pavement (9 inch (in) thickness (thk)) in Southwest leg of Charlie diamond taxiway including base course (6 in thk), sub-base course (12 in thk), and saw-cutting dowel bars. (Approx. four (4)ea PCC slabs with 12.5 ft x 12.5 ft (PCC pavement)). Existing base course adjacent slabs shall be protected for erosion.

2.1.23. Remove existing Asphalt Concrete (AC) pavement (4 in thk) in Southeast leg of Charlie diamond taxiway including base course (6 in thk), sub-base course (12 in thk). (Approx. 15 LM length, 2 M width)

2.1.24. Dispose removed PCC and AC pavement, base course, and sub-base course in appropriate off-base disposal site.

2.1.25. Provide reinforced concrete box culvert (RCBC) (800mm x 800mm) where PCC slabs and AC shoulders are removed. RCBC shall run from new junction box including concrete head wall in C diamond to existing storm channel at out of airfield security fence and shall bear heavy loading compaction energy above airfield taxiway pavement construction. (Approx. 290 LM)

2.1.26. Remove and reinstall existing flight-line security fence for RCP work. (Approx. 15 LM)

2.1.27. Provide PCC pavement (9 in thk) for aircraft taxiway with necessary joints, joint sealant, dowel bars, and airfield marking. (Approx. four (4)ea PCC slabs with 12.5 ft x 12.5 ft (PCC pavement), Soil classification of subgrade: CL, K value of subgrade: 225)

2.1.28. Provide AC pavement (4 in thk) in southwest leg of Charlie diamond taxiway including markings, prime coat. (Approx. 2 Meter (M) width)

2.1.29. Provide six (6) in base course and twelve (12) in sub-base course for PCC and AC pavement in taxiway. Both courses shall be inspected based on compaction & density requirement based on Airfield pavement in OMA Specification. Contractor shall provide third party’s field/laboratory test report to the government.

2.1.30. Replace existing concrete headwall and wing wall at 900mm RCP outfall.

2.1.31. Provide concrete pan on the existing natural swale ditch bottom. (Approx. 90 LM, 3 M width)

2.1.32. Provide clean-up and sediment removal in existing two (2) lines of 900mm RCPs. (Approx. 240 LM)

2.1.33. Provide hydro-seeding at disturbed area after excavation and ditch installation works. (Approx. 1,560 SM)

2.1.34. Provide FOD fence for pavement work.

Northwest Storm Ditch in C Diamond

2.1.35. Replace existing natural swale with 1500 mm x 1000mm concrete ditch with steel grate cover. The ditch will be reinforced concrete and fully covered by steel grate cover. (Approx. 170 LM)

2.1.36. Replace existing swamp soil in natural swale with crushed aggregate base course. (0.6 meter (M) thickness, Approx. 245 CM)

2.1.37. Replace existing 900mm RCP with 2ea 900mm RCPs underneath Jabarra road. (Approx. 40 LM)

2.1.38. Remove/restore existing pavement including base course and sub-base course for 2.1.33.

2.1.39. Install three (3) ea concrete junction boxes with steel grate cover as indicated in the drawing.

2.1.40. Remove existing chain link fence. (Approx. 300 LM)

2.1.41. Provide hydro-seeding at disturbed area after excavation and ditch installation works. (Approx. 1,020 SM)

Overall Area of Construction

2.1.42. All replaced and installed ditches shall be connected with all lateral storm drainage pipes, culverts, and ditches.

2.1.43. All existing transversely crossing utilities shall be remain as they are unless otherwise specified.

2.2. OTHER INFORMATION:

2.2.1. Phasing: Government will provide the order of the site release based on coordination with airfield management office, and contractor shall submit detail construction & phasing plans accordingly. Construction might be restricted depending on military exercise and flying mission, and contractor’s work could be limited non-flying day only with aforementioned circumstances. Airfield pavement replacement site will be released one at a time.

2.2.2. Airfield taxiway light fixtures and hand-holes are closely located adjacent taxiway pavement site.

TECHNICAL PROVISIONS - II

SPECIAL INSTRUCTIONS

1. REFERENCES AND STANDARDS:

1.1. 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 (OMA 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.

2. SPECIAL REQUIREMENTS:

2.1. 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.

2.1.1. Design Data to be submitted

2.1.1.1. Required Conceptual Drawings for Technical Evaluation purpose

· Site plan/Drainage plan

· Concrete ditch installation drawing with ground slope

· Junction box installation plan

· Profile of concrete box culvert with indicating hydraulic slope

· Section drawing of concrete ditch, base course

· Temporary storm drainage plan

· Details of junction box, steel grate cover

· Airfield PCC pavement section plan, dowel, joint sealant, markings.

· Airfield AC pavement section plan, markings.

2.1.1.2. Offer Breakdown for Technical Evaluation purpose

2.1.1.3. Required Final Drawings after Contract Award

· Site plan/Drainage plan

· Concrete ditch installation drawing with ground slope

· Junction box installation plan

· Profile of concrete box culvert with indicating hydraulic slope

· Section drawing of concrete ditch, base course

· Temporary storm drainage plan

· Details of junction box, steel grate cover

· Airfield PCC pavement section plan, dowel, joint sealant, markings.

· Airfield AC pavement section plan, markings.

· FOD fence plan

· Security fence replacement plan

· Detail for Concrete headwall

· Connection plan for existing lateral storm drainages

· Construction phasing plan

· Final drawing package submittal including details and plans of each project areas shall be 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.

KEY INFORMATION FOR CONSTRUCTION SCHEDULE

2.2. 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.

2.3. Military Training Events are anticipated to occur during the construction period as indicated in Table 2-1. During Military 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.

2.4. 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.

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

2.6. Construction work on the Airfield is in active military sites. It is common for user to need partial access to the work site during construction. Contractor shall plan work phasing to facilitate ongoing mission execution upon government request stated in 2.2. Technical Provision I.

2.7. 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.

2.8. The contractor shall restore all disturbed areas (inside or outside the project limits) by their construction activities to original condition.

2.9. Since contractor’s construction works will be 100% escorted by military due to restricted area of the site, contractor’s daily work hours will be limited and less than normal work hours.

2.10. Contractor shall designate and dispose their employees who can speak English communication all the time they work in the project site.

2.11. Performance of Period (PoP) for this project is 300 days after the Notice to Proceed (NTP). This PoP includes base pass, Temporary Airfield Construction Waiver (TACW), Risk Assessment (RA) by wing commander, military exercises, contractor’s mobilization, material procurement lead time, and submittals for government approval.

2.12. 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.

2.13. 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.

2.14. 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.

2.15. Contractor shall dispose site housekeepers while they conduct the construction works in flight line. This housekeeping work will prevent and remove FODs by the construction works of this contract.

2.16. 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.

3. SECURITY AND AT/OPSEC REQUIREMENTS:

3.1 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.

3.2 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, USFK Form 225 EK, 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 195, vehicle registration, vehicle insurance, copy of driver’s license, etc. 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 only be authorized to company officials and the site superintendent and the Site Foreman. No other individual will be authorized escort privileges. 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.

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

3.4 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.

3.5 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.

3.6 The contractor and all associated sub-contractors shall practice Operations Security. The contractor shall not talk about work outside of the work area nor discuss the work being performed on social media. Unless absolutely necessary to perform the duties stated in the contract, the contractor shall not take pictures of or inside sensitive locations as determined by the contracting officer representative. It shall be the responsibility of the contractor to safeguard all documents provided. Documents shall be stored away from view when not being used. Documents that are no longer needed shall be shredded in an approved government shredder.

4. ENVIRONMENTAL REQUIRMENTS:

4.1 Environmental Management System (EMS): The Contractor shall ensure all workers are familiar with the goals of Environmental Management System as stated in the base Environmental Policy. All contract personnel working for and/or behalf of US Air Force Bases must remain current with required EMS awareness training and carry out duties in accordance with base Environmental Management Plans (EMP). Contact EMS Coordinator in base Environmental Office to get Environmental Policy, EMS Awareness Training materials, and base EMPs.

4.2 Hazardous Materials: The Contractor using Hazardous Material (HAZMAT) on base must comply with the current authorization procedures IAW AFI 32-7086, Hazardous Materials Management and base instruction. Prior to commencement of the project, the Contractor shall submit the information and AF Form 3952, Chemical Hazardous Material Request Authorization (including Safety Data Sheets written in English), to obtain HAZMAT usage approvals from all three Authorizing Offices (Bioenvironmental Engineering, Safety and Environmental). The Contractor shall submit a current monthly quantitative and qualitative inventory of all HAZMAT brought onto the installation to Environmental Office beginning within 5 days after the first HAZMAT are delivered. The approved AF Form 3952 and Safety Data Sheets (SDS) for all HAZMATs must be on file near the HAZMAT storage area. The Contractor is required to store HAZMAT in accordance with requirements in the Chapter 5 of KEGS and other DoD policies including the Joint Service Publication on Storage and Handling of Hazardous Materials and AFJMAN 23-209.

4.3 Scrap Metal: Scrap metal, including metal structures, metal roofing, metal fuel tanks, metal railings, metal beams, copper pipes and tubing, and HVAC equipment (chillers and boilers etc.) shall be collected by the contractor and turned in to the location that QRP manager will designate for disposal and sale through the Base Qualified Recycling Program (QRP) in accordance with DOD Instruction 4715.4, which requires the installation’s QRP to receive money through the sale of all installation recyclables.

Section F - Deliveries or Performance

CLAUSES INCORPORATED BY FULL TEXT

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 300 calendar days after Notice to Proceed is issued.

The time stated for completion shall include final cleanup of the premises.

(End of clause)

Section G - Contract Administration Data

ACCOUNTING AND APPROPRIATION DATA

AA: 5703400 300 18PH 374421 01 52400 22178F 387700 F87700 WO:PE7IMV

AMOUNT: $818,862.33

Section J - List of Documents, Exhibits and Other Attachments

LIST OF DRAWINGS

1. GENERAL: The government providing 30% drawings are shown below. Reproduced proposal drawing without contractor’s Work Plan effort will be rated UNACCEPTABLE proposal in Technical Evaluation that overall proposal will be deemed INCOMPLETE proposal.

T-1 C-1 C-2

COVER SHEET

SITE PLANS, NORTH AREA

SITE PLANS, SOUTH AREA

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