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STATEMENT OF WORK
FOR
LJYC 10-1099
— REPAIR STORM DRAINAGE, BLDG 500—
INCIRLIK AIR BASE
FINAL DRAWINGS
See attachment
| RECOMMENDED FOR APPROVAL |
| NAME |
| SIGN |
| CHIEF OF OPERATIONS AND MAINTENANCE |
| Joseph Smalls |
| CHIEF OF ENGINEERING DESIGN |
| Kenneth Cox |
| CHIEF OF ENGINEERING |
| Paul Swinney |
| DEPUTY DIRECTOR OF CIVIL ENGINEERING |
| Tom Carneal |
| DIRECTOR OF CIVIL ENGINEERING |
| James Brendlinger |
| BASE CIVIL ENGINEER |
| Welling Matthew, Maj USAF |
WORK ELEMENTS
| 1. |
| Contractor shall provide all labor, materials, and equipment necessary to demolish, furnish, erect, and install all items listed below in accordance with Unified Facilities Criteria (UFC) 200-01and other applicable UFC’s at http://www.wbdg.org/ International Plumbing Code (IPC), Uniform Mechanical Code (UMC), National Fire Protection Association (NFPA) , National Electric Code (NEC), Occupational Safety Health Administration (OSHA) Architectural Barriers Act (ABA) Turkish Standard Institute (TSE) Regulations, SpecsIntact specifications (UFGS for Incirlik Air Base), Engineering Technical Letters (ETL’s), Air Force Instruction (AFI) and United States Military Standards (MIL). . The contractor is responsible for identifying unforeseen site conditions to the government in writing. Contractor shall adhere to all construction codes that are in standard use on Incirlik Air Base, and which govern work to be executed under this project. The contractor is also responsible for providing overall well working facilities and including items, which may not be specifically stated but are essential to the construction of such facilities. Any changes suggested by the contractor to the statement of work require approval from the contracting officer, civil engineering, before acceptance is given for a recommended change. In the event of conflict between statement of work, drawings and specifications, the most restrictive shall govern. |
| 2. |
| The following general outline and list of Principle Features of Work in no way limits or reduces the responsibility of the contractor to perform all work necessary to provide a complete and usable system. The work includes but is not limited to the following: |
| 3. |
| Contractor shall keep the existing sewer line as emergency overflow. |
| 4. |
| Contractor shall determine the low points and provide catch basins with medium duty grating (800 mm diameter) to collect the storm water. |
| 5. |
| Contractor shall provide and install new sump pump c/w ball type check valve and level sensor. Pump should be covered with suitable sized wire mesh to prevent bulk materials from entering motors. (CAPPARI DRN30T or equal) |
| 6. |
| Contractor shall provide and install 4” HDPE, 10 ATU pipe c/w 2 each clean outs and tie to the closest suitable drainage system. |
| 7. |
| Contractor shall provide and install 5x4 mm2 NYY and 4x1.5 mm2 NYY in 2’ GRSC between MCC panel and sump pump. |
| 8. |
| Contractor shall provide and install proper size circuit breaker and motor protection relay for new sump pump. |
| 9. |
| Contractor shall break and rebuilt reinforced concrete pavements (C 30) etc.. as necessary, to obtain positive drainage. No partial repair is allowed. The concrete entire concrete portion should be replaced from joint to joint. The concrete pavements, walls and curbs shall be brought to the original condition. |
| 10. |
| Contractor shall level, grade and seed excavated areas. |
| 11. |
| Contractor is to verify all dimensions prior to submittal of a proposal. |
| 12. |
| Contractor shall obtain approved AF IMT 103 from the Construction Management office before starting any work and have a copy of the AF IMT103 and drawings on site at all times. |
| 13. |
| Contractor shall survey and submit shop drawings, for approval prior to commencement of work. |
| 14. |
| Contractor shall restore site to its original condition and also verify proper drainage of all areas within the construction site. |
| 15. |
| Contractor shall be responsible for repairing any government property damaged during execution of work. |
| 16. |
| Contractor shall submit progress schedule to validate the estimated time required to complete the work including the following activities: 1) Time required for submitting fabrication shop drawings for approval. The milestone schedule should allow 10 days for review, approval and return of the shop drawings. |
2) Time required to order and to receive the materials required for work after approval of shop drawings.
| 17. |
| Once the project is accepted the contractor shall also update existing Government drawings to "as built” conditions using AutoCAD and provide soft copies that are prepared in accordance with SDSFIE Standards and compact disc of the as-built drawings and submit required documentation for close-out procedure. |
| 18. |
| Contractor shall GPS survey all crossing utilities that are encountered while trenching and excavating on this project. Geodatabase shall contain the Table A entities, attributes, and domain values for utility features and the GPS Data Collector Setup Properties listed in contract document `` Geospatial Data Requirements incirlik AB updated. pdf ``. Appropriate SDSFIE layers shall be used on final drawings. |
| 19. |
| Contract close out responsibility will be limited to the submittal of ‘As built’ Shop Drawings, red line drawings, test data, material delivery list to TURAF, equipment warranty certificates to be given to the Contracting Officer. |
| 20. |
| Contractor shall use a tracking system for tracking and reporting HAZMAT transactions and shall submit a letter of HAZMAT usage upon the completion of the project to Environmental (39 CES/CECV). The letter shall list the HAZMAT and quantities used during all phases of the project. |
| 21. |
| Asbestos containing materials, Class I and II ODC’s, lead based paints, PCBs/PCTs and materials containing any of the EPA 17 chemicals shall not be used during execution of the project. |
| 22. |
| If the Contractor encounters materials suspected of containing asbestos, they shall notify the Contracting Officer immediately, and shall wait for instruction before proceeding with work. |
| 23. |
| All construction debris shall be taken to an off base landfill daily and disposal at the closed landfill on the base and Roads & Grounds Area is not allowed. |
| 24. |
| Liquid HAZMAT items must be stored within a secondary containment. Incompatible materials must not be stored in the same secondary containment. Transfer of HAZMAT into unmarked containers is not allowed. The contractor shall maintain an inventory of the types and quantity of HAZMAT stored at the project site and must also have a binder with all of the MSDS in both Turkish and English available for use by employees and emergency responders. |
| 25. |
| The construction performance period for this project is 84 days. |