AF Form 3052 (Blank) 14 May 20.xlsx
Air Force Form May 14, 2020 XLSX spreadsheet 32 KB Posted
- Attached to
- Site Support for AMARG Tension Fabric #3-6
- Solicitation number
- FA487720Q0015
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Other files
| File | Type | Posted |
|---|---|---|
| Solicitation Amendment FA487720Q00150001 SF 30 (3).pdf | ||
| Signin sheet.pdf | ||
| 12 - Utilities Map.pdf | ||
| 11 - Solicitation Notes.docx | DOCX document | |
| 06 - AF Form 3052 (Blank).xlsx | XLSX spreadsheet | |
| 02 - Project Specifications.pdf | ||
| Solicitation - FA487720Q0015.pdf | ||
| 09 - GFP Rock Stockpiles Photos.pdf | ||
| 03 - WD AZ20200018.docx | DOCX document | |
| 04 - Schedule of Items (Blank).docx | DOCX document | |
| 08 - Tension Fabric Shelter New Site Photos.pdf | ||
| 10 - Canvas storage bldg.pdf | ||
| 06 - New Shelter Site(s) Aerial.png | PNG image | |
| 07 - Tension Fabric Shelter Existing Photos.pdf | ||
| 01 - Project Drawings.pdf | ||
| 05 - GFP Rock piles.pdf |
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Text version
| CONSTRUCTION COST ESTIMATE BREAKDOWN | ||||||||||
| CONTRACTOR | ADDRESS | |||||||||
| CONTRACT FOR(WORK TO BE PERFORMED) | Site Support for AMARG Tension Fabric Structures #3 - 6 | PROPOSED TOTAL CONTRACT PRICE | 0 | |||||||
| PURCHASE REQUEST NUMBER | PROJECT NUMBER | FBNV 20-0009 | WORK LOCATION | DAVIS-MONTHAN AFB, AZ 85707 | ||||||
| LINE | UNIT OF | MATERIAL COST | LABOR COST | DIRECT | LINE | |||||
| NO. | ITEM | MEASURE | QUANTITY | UNIT | TOTAL | MANHOURS | RATE | TOTAL | COSTS | TOTAL |
| SUMMARY | ||||||||||
| 1 | SUBTOTAL DIVISION 01 GENERAL CONDITIONS (Construction) | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 2 | SUBTOTAL DIVISION 03 CONCRETE (Construction) | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 3 | SUBTOTAL DIVISION 31 EARTHWORK (Construction) | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 4 | SUBTOTAL DIVISION 32 EXTERIOR IMPROVEMENTS (Construction) | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| LINE TOTALS CONSTRUCTION | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| OVERHEAD TOTAL CONSTRUCTION (___%) | 0.00 | ||||
| SUBTOTAL CONSTRUCTION W/ OVERHEAD | 0.00 | ||||
| PROFIT TOTAL CONSTRUCTION (___%) | 0.00 | ||||
| SUBTOTAL CONSTRUCTION W/ OVERHEAD AND PROFIT | 0.00 | ||||
| TAX CONSTRUCTION ____% | 0.00 | ||||
| BOND CONSTRUCTION (___%) | 0.00 | ||||
| TOTAL CONSTRUCTION PROJECT PRICE | 0.00 |
| 1 | SUBTOTAL DIVISION 01 GENERAL CONDITIONS (Repair) | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 2 | SUBTOTAL DIVISION 31 EARTHWORK (Construction) | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| LINE TOTALS REPAIR | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| OVERHEAD TOTAL REPAIR (___%) | 0.00 | ||||
| SUBTOTAL REPAIR W/ OVERHEAD | 0.00 | ||||
| PROFIT TOTAL REPAIR (___%) | 0.00 | ||||
| SUBTOTAL REPAIR W/ OVERHEAD AND PROFIT | 0.00 | ||||
| TAX REPAIR ____% | 0.00 | ||||
| BOND REPAIR (___%) | 0.00 | ||||
| TOTAL REPAIR PROJECT PRICE | 0.00 |
TOTAL OVERALL PROJECT PRICE 0.00
| DATE: | FIRM NAME: | |
| TITLE: | PROJECT MANAGER | BY: |
| DIVISION 01 GENERAL CONDITIONS (Construction) | |||||||
| 1 | Swan Gate Search Requirements | LS | |||||
| 2 | Project Manager | Wk | |||||
| 3 | Superintendent | Wk | |||||
| 4 | Permits | LS | |||||
| 5 | Testing, Concrete Cylinders | EA | |||||
| 6 | Testing, Density & Classification | EA | |||||
| 7 | Testing, Soil Density, Sand Cone Method | EA | |||||
| 8 | Testing, Moisture Content | EA | |||||
| 9 | Proctor Compaction, 6" Modified Mold, ASTM D 698 | EA | |||||
| 10 | Testing Technician for earthwork | EA | |||||
| 11 | Testing Technician for concrete | EA | |||||
| 12 | Moilization/Demobilization - Small Equipment | EA | |||||
| 13 | Mobilization/Demobilization - Equipment hauled on 20-ton capacity towed trailer | EA | |||||
| 14 | Mobilization/Demobilization - Equipment hauled on 40-ton capacity towed trailer | EA | |||||
| 15 | Water Truck | Wk | |||||
| 16 | Surveyor, 2 person crew | Day | |||||
| 17 | Surveyor Stakes, 2" x 2" x 18" long | C | |||||
| 18 | Jobsite cleanup | LS | |||||
| SUBTOTAL DIVISION 01 GENERAL CONDITIONS (Construction) | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| DIVISION 03 CONCRETE (Construction) | |||||||
| 1 | Concrete Forms | LF | |||||
| 2 | Joint Filler | LF | |||||
| 3 | Reinforcing Bar Supports | C | |||||
| 4 | Tie Wire, 16 Gage | CWT | |||||
| 5 | #5 Rebar, Special Joint | EA | |||||
| 6 | Welded Wire Fabric (WWF) 4 x 4 - W1.4 x W1.4 (10x10) | CSF | |||||
| 7 | Concrete, 4000 psi | CY | |||||
| 8 | Concrete Curing Compound | CSF | |||||
| SUBTOTAL DIVISION 03 CONCRETE (Construction) | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| DIVISION 31 EARTHWORK (Construction) | |||||||
| 1 | Topsoil, Remove and Stockpile on site | CY | |||||
| 2 | Rough Grading, open sites | EA | |||||
| 3 | Finish Grading, Foundation "Pads" | SY | |||||
| 4 | Grade Subgrade | SY | |||||
| 5 | Excavating, Excavator | BCY | |||||
| 6 | Excavating, Front End Loader | BCY | |||||
| 7 | Excavation, Scraper | BCY | |||||
| 8 | Spread fill, from stockpile | LCY | |||||
| 9 | Hauling, 12 CY Truck, 30 MPH avg, cycle 6 miles | LCY | |||||
| 10 | Compaction, Vibrating roller | ECY | |||||
| SUBTOTAL DIVISION 31 EARTHWORK (Construction) | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| DIVISION 32 EXTERIOR IMPROVEMENTS (Construction) | |||||||
| 1 | Aggregate Base Course (ABC), Compacted, 6" deep | SY | |||||
| SUBTOTAL DIVISION 32 EXTERIOR IMPROVEMENTS (Construction) | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| DIVISION 01 GENERAL CONDITIONS (Repair) | |||||||
| 1 | Swan Gate Search Requirements | LS | |||||
| 2 | Project Manager | Wk | |||||
| 3 | Superintendent | Wk | |||||
| 4 | Mobilization/Demobilization - Equipment hauled on 3-ton capacity towed trailer | EA | |||||
| 5 | Jobsite cleanup | LS | |||||
| SUBTOTAL DIVISION 01 GENERAL CONDITIONS (Repair) | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| DIVISION 31 EARTHWORK (Repair) | |||||||
| 1 | Spread fill, from stockpile | LCY | |||||
| 2 | Hauling, 12 CY Truck, 30 MPH avg, cycle 6 miles | LCY | |||||
| 3 | Dumped, Riprap | Ton | |||||
| SUBTOTAL DIVISION 31 EARTHWORK (Repair) | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
File details come from the government source that posted it. Updated .