ASHE_06-1068E_BLank_Cost_Est.xls
XLS spreadsheet 143 KB Posted
- Solicitation number
- FA5682-17-R-0018
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CONSTRUCTION COST ESTIMATE BREAKDOWN
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Other files
| File | Type | Posted |
|---|---|---|
| FA5682-17-R-0018-0001Amendment_1.pdf | ||
| C-2_ASHE_06-1068E.pdf | ||
| ApplicableMasterSpecifications.pdf | ||
| ASHE_06-1068E_Photo_Album.pdf | ||
| FA5682-17-R-0018.pdf | ||
| ASHE__06-1068E_Submittals.doc | DOC document | |
| C-1_ASHE_06-1068E.pdf | ||
| ASHE_06-1068E_Technical_Specifications_Rev1Mar17.pdf | ||
| ADDITIONAL_REQUIREMENTS.pdf |
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Text version
ASHE 06-1068E
| COST ESTIMATE BREAKDOWN | ||||||||||||
| CONTRACTOR | ADDRESS | |||||||||||
| CONTRACT FOR (Work to be performed) | PROPOSED TOTAL CONTRACT PRICE | |||||||||||
| CONSTRUCT CONNECTIONS FOR SEPTIC HOLDING TANKS | ||||||||||||
| PURCHASE REQUEST NUMBER | PROJECT NUMBER | WORK LOCATION | ||||||||||
| ASHE 06-1068E | MULTI, AVIANO AIR BASE, ITALY | |||||||||||
| MATERIAL COSTS | LABOR COSTS | |||||||||||
| LINE NO. | ITEM | UNIT OF MEASURE | QUANTITY | UNIT | TOTAL | MANHOURS MANDAYS | AVERAGE RATE | TOTAL | OTHER DIRECT COSTS | LINE TOTAL | ||
| 1 | Trenches excavation for new sewer line, 2.50 C.m/L.m | IT. No. Art. No. | 5.1.A | CM/MC | ||||||||
| 2 | IT. No. Art. No. | 5.1.E | CM/MC | |||||||||
| 3 | IT. No. Art. No. | 5.1.F | CM/MC | |||||||||
| 4 | Backfilling operations, furnish and installation of sand 0.30 C.m./ L.m, including compaction | IT. No. Art. No. | 5.2.A | CM/MC | ||||||||
| 5 | IT. No. Art. No. | 5.2.E | CM/MC | |||||||||
| 6 | IT. No. Art. No. | 5.2.F | CM/MC | |||||||||
| 7 | Demolition of existing bituninous asphalt pavement | IT. No. Art. No. | 5.3.A | SM/MQ | ||||||||
| 8 | IT. No. Art. No. | 5.3.E | SM/MQ | |||||||||
| 9 | IT. No. Art. No. | 5.3.F | SM/MQ | |||||||||
| 10 | Demolition of existing concrete pads / sidewalks | IT. No. Art. No. | 5.4.A | SM/MQ | ||||||||
| 11 | IT. No. Art. No. | 5.4.E | SM/MQ | |||||||||
| 12 | IT. No. Art. No. | 5.4.F | SM/MQ | |||||||||
| 13 | Demolition of existing septic tanks, backfilling, compaction, including laboratory analyses and soil remediation | IT. No. Art. No. | 5.5.A | L.S/AC | ||||||||
| 14 | IT. No. Art. No. | 5.5.E | L.S/AC | |||||||||
| 15 | IT. No. Art. No. | 5.5.F | L.S/AC | |||||||||
| 16 | Cast in place reinforce concrete slab/pad up to 30 cm, including 8 mm thick, 20x20 cm wire mesh, quarz finish | IT. No. Art. No. | 5.6.A | SM/MQ | ||||||||
| 17 | 5.6.E | SM/MQ | ||||||||||
| 18 | 5.6.F | SM/MQ | ||||||||||
| 19 | Furnish and placing 7 cm thickness binder course | IT. No. Art. No. | 5.7.A | SM/MQ | ||||||||
| 20 | 5.7.E | SM/MQ | ||||||||||
| 21 | 5.7.F | SM/MQ | ||||||||||
| 22 | Furnish and placing 3 cm thickness wearing course, including tack coat | IT. No. Art. No. | 5.8.A | SM/MQ | ||||||||
| 23 | IT. No. Art. No. | 5.8.E | SM/MQ | |||||||||
| 24 | IT. No. Art. No. | 5.8.F | SM/MQ | |||||||||
| 25 | Furnish and installation of PVC triple layer pipe, dia. 160 mm including 3 mm copper tracer wire and warning tape. | IT. No. Art. No. | 5.9.A | LM/ML | ||||||||
| 26 | IT. No. Art. No. | 5.9.E | LM/ML | |||||||||
| 27 | IT. No. Art. No. | 5.9.F | LM/ML | |||||||||
| 28 | Furnish and installation of siphoned monolithic SIFOVALVE 160, with cast iron cover D-400, etc | IT. No. Art. No. | 5.10.A | EA/CAD | ||||||||
| 29 | IT. No. Art. No. | 5.10.E | EA/CAD | |||||||||
| 30 | IT. No. Art. No. | 5.10.F | EA/CAD | |||||||||
| 31 | Furnish and installation of sewer concrete manholes, internal dimension 120x250x20 cm, with D-400 cast iron cover | IT. No. Art. No. | 5.11.E | EA/CAD | ||||||||
| 32 | IT. No. Art. No. | 5.11.F | EA/CAD | |||||||||
| 33 | Works on exisisting concrete sewer manholes | IT. No. Art. No. | 5.12.A | EA/CAD | ||||||||
| 34 | IT. No. Art. No. | 5.12.E | EA/CAD | |||||||||
| 35 | IT. No. Art. No. | 5.12.F | EA/CAD | |||||||||
| 36 | Furnish and installation of 15 cm top soil and seeding | IT. No. Art. No. | 5.13.A | SM/MQ | ||||||||
| 37 | IT. No. Art. No. | 5.13.E | SM/MQ | |||||||||
| 38 | IT. No. Art. No. | 5.13.F | SM/MQ | |||||||||
| TOTAL PART A - | ||||||||||||
| TOTAL PART E - | ||||||||||||
| TOTAL PART F - | ||||||||||||
| GRAND TOTAL | ||||||||||||
| OR US DOLLARS (RATE 1$ = 0,8990 EURO) |
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