Attachment 9 - AF Form 66.xls
Air Force Form XLS spreadsheet 130 KB Posted
- Solicitation number
- FA500021R0045
About this file
This document is a schedule of material submittals for a federal contract to repair and install an arctic package generator near Building 7079 lift station at a Pacific Air Forces base. The contractor must provide various submittals on key dates, including a construction schedule within 15 days of the notice to proceed, 100% design drawings for the walk-in weather tight enclosure within 90 days of the notice to proceed, generator sizing calculations from commercial generator sizing software within 45 days of the notice to proceed, O&M manuals and training with the generator and automatic transfer switch within 4 months after installation, and as-built drawings in AutoCAD within 7 days of final acceptance. The submittals ensure the contractor provides documentation on the design, equipment, installation, and operation of the generator project for review and approval by the contracting and civil engineering teams.
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Text version
Submittal 1
| SCHEDULE OF MATERIAL SUBMITTALS | PROJECT NUMBER | PROJECT NAME | SOLICITATION /CONTRACT NUMBER | |||||||||||||||||||
| FXSB 17-2815 | REPAIR - INSTALL ARCTIC PACKAGE GENERATOR NEAR BLDG. 7079 LIFT STATION | FA500021R0045 | ||||||||||||||||||||
| TO BE COMPLETED BY PROJECT ENGINEER | TO BE COMPLETED BY CONTRACT ADMINISTRATOR | |||||||||||||||||||||
| LINE NUMBER | Provide an electronic copy for each submittal. | CERTIF. OF COMPLIANCE | SHOP DRAWINGS | COLOR SELECTION | MANUFATURUR'S RECOMMENDATION | CATALOG DATA | O&M RECOMMENDATIONS | CALCULATIONS | WARRANTY | DRAWINGS | REPORT | TEST RESULTS | REQUIRED SUBMISSION DATE | DATE TO CONTRACTING | DATE TO CIVIL ENGINEERING | RETURN SUSPENSE DATE | SUBMITTAL NUMBERS | APPROVED | DISAPPROVED | CONTRACTOR SUBMITTAL | FINAL APPROVAL | NOTES |
| GENERAL | ||||||||||||||||||||||
| 1 | Project Specific Form 66 | X | NTP + 15 | |||||||||||||||||||
| 2 | Construction Schedule | X | NTP + 15 | |||||||||||||||||||
| 3 | Contractor's Health, Safety, and Environment Plan | X | NTP + 15 | |||||||||||||||||||
| 4 | Contractor's QA/QC Plan | X | NTP + 15 | |||||||||||||||||||
| 5 | Load Power Study SOW 3.4.4 | NTP + 90 | ||||||||||||||||||||
| Copy of Engineering License(s) Of Person Or Consultancy Responsible For Design | X | Design | ||||||||||||||||||||
| 6 | DESIGN | |||||||||||||||||||||
| 7 | All submissions to be provided electronically (The electronic submission will include the *.CTB file and any other supporting file required to print the drawing correctly) and 100% Design Drawings to include: | X | NTP + 90 (100%) | |||||||||||||||||||
| 8 | Floor Plan, Elevations, Sections, Schedules, and Details | X | NTP + 90 | For Walk-In Weather Tight Enclosure | ||||||||||||||||||
| 9 | Foundation Structural Plans and Details | X | X | NTP + 90 | For Walk-In Weather Tight Enclosure | |||||||||||||||||
| 10 | Trenching Detail | X | ||||||||||||||||||||
| 11 | Quality Assurance Identified In SECTION 26 32 14.00 10 | X | X | NTP + 45 | ||||||||||||||||||
| 12 | SOUND LIMITATIONS SECTION 26 32 14.00 10 | X | X | X | NTP + 90 | |||||||||||||||||
| 13 | SD-06 Test Reports & all Submittals SECTION 26 36 00.00 10 | X | X | NTP + 90 | ||||||||||||||||||
| All SD submittals from SD-2 to SD-10 Submittals | X | X | X | X | X | X | X | X | X | X | X | NTP + 150 | ||||||||||
| 14 | STRUCTURAL | |||||||||||||||||||||
| 15 | Concrete/Reinforcing Steel Drawings | X | NTP + 90 | Design and Stamped Required | ||||||||||||||||||
| 16 | Concrete Mix Design | X | NTP + 90 | |||||||||||||||||||
| 17 | Concrete Curing Compounds, Admixtures, Joint Sealants, Expansion Joints | X | NTP + 90 | |||||||||||||||||||
| 18 | Concrete Field Test Results | X | WITHIN 7 DAYS OF TEST | |||||||||||||||||||
| 19 | Bollards | X | X | NTP + 150 | ||||||||||||||||||
| 20 | Anchor Bolt ICC Report | X | X | NTP + 90 | ||||||||||||||||||
| Slump Test Results & Concrete Truck Tickets (per truck) | X | WITHIN 7 DAYS OF TEST | ||||||||||||||||||||
| 21 | 28-Day Concrete Compressive Strength Test | X | WITHIN 7 DAYS OF TEST | |||||||||||||||||||
| 22 | Generator Enclosure | X | X | X | X | X | NTP + 45 | |||||||||||||||
| 23 | ELECTRICAL | |||||||||||||||||||||
| 24 | Cables (Electrical, Communications) | X | NTP + 45 | |||||||||||||||||||
| 25 | ATS Switch 4 Pole Closed Transition | X | X | X | X | NTP + 45 | ||||||||||||||||
| 26 | Grounding Test Resistance to Earth Test New Rod | X | X | X | NTP + 45 | |||||||||||||||||
| 27 | Panels Breakers , Conduits | X | ||||||||||||||||||||
| 28 | Grounding Rods, Saftey Marking Warning Tape | X | X | NTP + 45 | ||||||||||||||||||
| 29 | Generator sizing calculations from commercially generator sizing software | X | X | NTP + 45 | ||||||||||||||||||
| 30 | Generator Enclosure Location | X | NTP + 45 | |||||||||||||||||||
| 31 | Building One line Diagram | X | X | X | X | NTP + 45 | ||||||||||||||||
| 32 | Generator Factory Test Result | X | X | X | X | X | X | X | NTP + 45 | |||||||||||||
| Generator Final Test Procedure | X | X | X | NTP + 200 | ||||||||||||||||||
| 33 | Generator Commissioning Test Result by 3rd Party | X | X | X | X | NTP + 350 | ||||||||||||||||
| 34 | CLOSEOUT | |||||||||||||||||||||
| 35 | O&M Generator & ATS & Training Class with DVD | X | X | X | X | X | X | X | X | X | X | X | Install + 4 | |||||||||
| 36 | DD1354 | X | Before Acceptance | |||||||||||||||||||
| As Builts (electronic in AutoCAD ) | X | Final + 7 |
&L&"Arial,Bold"&6AF FORM 66, OCT 99 &"Arial,Regular"Previous Edition Will Be Used
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