ASHE_16-1041_Blank_Cost_Est.xls
XLS spreadsheet 89 KB Posted
- Attached to
- REPAIR SEWAGE SYSTEM Federal contract opportunity
- Solicitation number
- FA5682-16-T-0003
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 606_sewer_layout.pdf | ||
| 02762_en.pdf | ||
| ASHE_16-1041_Technical_specification.pdf | ||
| 01101_en.pdf | ||
| 02315_en.pdf | ||
| 01100_en.pdf | ||
| 02751_en.pdf |
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Text version
Sheet2
ASHE 16-1041
| CONSTRUCTION COST ESTIMATE BREAKDOWN | PAGE 1 OF1 | ||||||||
| REPAIR SEWAGE SYSTEM 606 ACS COMPOUND | |||||||||
| PURCHASE REQ. NO. | Project ASHE 16-1041 | WORK LOCATION : AREA F, AVIANO AIR BASE | |||||||
| Line | ITEM | Unit | Quant. | Material cost | |||||
| no. | of | Unit | Total | Man | Average | Total | Line total | ||
| me. | Hours | rate | |||||||
| 5.1 | Trenches excavation for new sewer line | CM/MC | |||||||
| 5.2 | Backfilling, furnish and installation of sand 0.30 C.m./ L.m, including compaction | CM/MC | |||||||
| 5.3 | Demolition of existing concrete pads / sidewalks | SM/MQ | |||||||
| 5.4 | Demolition of existing septic tanks, backfilling and compaction | L.S. | |||||||
| 5.5 | Cast in place reinforce concrete slab/pad up to 30 cm, including 8 mm thick, 20x20 cm wire mesh, quarz finish | Sq. m | |||||||
| 5.6 | Furnish and installation of PVC pipe, dia. 200 mm and removal of existing sewer pipe line | LM/ML | |||||||
| 5.7 | Furnish and installation of siphoned monolithic SIFOVALVE 160, cst iron cover , etc | EA/CAD | |||||||
| 5.8 | Works on exisisting concrete sewer manholes | L.S. | |||||||
| 5.9 | Furnish and installation of 15 cm top soil and seeding | SM/MQ | |||||||
| Total Cost | € 0,00 |
Sheet1
| FOR GOVERNMENT USE ONLY | ||||||||||||
| SABER PROJECT GOVERNMENT CONSTRUCTION COST ESTIMATE BREAKDOWN | PAGE 1 OF | |||||||||||
| CONTRACT FOR | ||||||||||||
| PURCHASE REQ. NO. | SABER PROJECT # | WORK LOCATION | ||||||||||
| Line | UPB | ITEM | Unit | Quant. | Material cost | |||||||
| no. | CODE | of | Unit | c. | Total | Man | Average | c. | Total | Line total | ||
| me. | Hours | rate | ||||||||||
| 0 | 0 | 0 | ||||||||||
| 0 | 0 | 0 | ||||||||||
| 0 | 0 | 0 | ||||||||||
| 0 | 0 | 0 | ||||||||||
| 0 | 0 | 0 | ||||||||||
| 0 | 0 | 0 | ||||||||||
| 0 | 0 | 0 | ||||||||||
| 0 | 0 | 0 | ||||||||||
| 0 | 0 | 0 | ||||||||||
| 0 | 0 | 0 | ||||||||||
| 0 | 0 | 0 | ||||||||||
| 0 | 0 | 0 | ||||||||||
| 0 | 0 | 0 | ||||||||||
| 0 | 0 | 0 | ||||||||||
| 0 | 0 | 0 | ||||||||||
| 0 | 0 | 0 | ||||||||||
| 0 | 0 | 0 | ||||||||||
| 0 | 0 | 0 | ||||||||||
| 0 | 0 | 0 | ||||||||||
| 0 | 0 | 0 | ||||||||||
| 0 | 0 | 0 | ||||||||||
| 0 | 0 | 0 | ||||||||||
| 0 | 0 | 0 | ||||||||||
| 0 | 0 | 0 | ||||||||||
| 0 | 0 | 0 |
Sheet3
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