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STATEMENT OF WORK
FOR
LJYC 13-1095
—REPAIR VARIOUS BASE ROADS—
INCIRLIK AIR BASE
FINAL DRAWINGS
See attachment
| RECOMMENDED FOR APPROVAL |
| NAME |
| SIGN |
| 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 |
| John Sevier, Lt. Col. 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 all UBC, UBP, UBM, NFPA Codes, NEC, OSHA/ABA Regulations, CSI specifications, AFI’s and MIL. Std’s. 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 and civil engineering, before acceptance is given for a recommended change. In the event of conflict between statement of work, drawings and specifications, the specifications 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. |
| 3. |
| Contractor shall demolish the areas on the asphalt base roads at the locations shown on the contract drawings. |
| 4. |
| Contractor shall replace 45 cm thick existing base course material with new %100 compacted aggregate base course material. |
| 5. |
| Contractor shall provide and install new 10 cm thick asphalt binder course. All asphalt work shall be done in accordance with the UFC 3-270-1. |
| 6. |
| Repaint traffic striping to match existing. |
| 7. |
| Contractor shall ensure that all patched areas shall be at the same elevation with the existing pavements. |
| 8. |
| The construction site needs to be restored to natural state after construction by the contractor with new top soil and seeding. This includes all areas in & out of the construction site. |
| 9. |
| Contractor shall comply with UFC 3-260-01, Attachment 15, Construction Phasing Plan and Operational Safety on the Airfield during construction period. |
| 10. |
| All field operations shall be performed according to the U.S. Army Corps of Engineers Manual EM385-1-1, latest edition. |
| 11. |
| Contractor shall obtain approved AF Form 103 from the Construction Management office before starting any work and have a copy of the AF Form 103 and drawings on site at all times. |
| 12. |
| Contractor shall survey and submit shop drawings of for existing and new elevations of the asphalt road c/w sections, new tampered locations c/w details for approval prior to commencement of work. |
| 13. |
| Contractor shall restore site to its original condition and also verify proper drainage of all areas within the construction site. |
| 14. |
| Contractor shall be responsible for repairing any government property damaged during execution of work. |
| 15. |
| 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.
| 16. |
| 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. |
| 17. |
| Contract close out responsibility will be limited to the submittal of ‘As built’ Shop Drawings, red line drawings, test data, to be given to the Contracting Officer. |
| 18. |
| All chemicals that are being used for this project shall be submitted for approval on AF Form 3952. Approval will be provided by Safety, Bioenvironmental Engineering, Environmental and Hazmat Pharmacy. MSDS in both Turkish and English shall be provided with the AF Form 3952 and they shall be available at the job site. Contractor shall submit hazardous material list for approval. |
| 19. |
| 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. |
| 20. |
| 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. |
| 21. |
| 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. |
| 22. |
| 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. |
| 23. |
| Approval of Shop Drawings by the Contracting Officer shall not relieve the Contractor from responsibility for any errors or omissions in such drawings, nor from responsibility for complying with the requirements of this contract, except with respect to variations described and approved in accordance with item 24 below. |
| 24. |
| If shop drawings show variations from the contract requirements, the contractor shall describe such variations in writing, separate from the drawings, at the time of submission. Contractor will be required to work around air traffic that fluctuates on a a daily bases. |
| 25. |
| Before issuance of CNTP, 30 calendar days for AF Form 103 and signature coordination to be added into the contract. |
| 26. |
| The construction performance period for this project is 52 days. |