QUOTE_FORMAT.xls
XLS spreadsheet 91 KB Posted
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- HEALTH CENTER LA CARMELITA
- Solicitation number
- W913FT18R0002
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Puerto Asis
| US EMBASSY BOGOTA COLOMBIA | ||||||
| MILITARY GROUP | ||||||
| INTERNAL GOVERNMENT ESTIMATE | ||||||
| REMODELING OF A COMMUNITY HEALTH CENTER AT LAS CARMELITAS | ||||||
| PUERTO ASÍS, PUTUMAYO, COLOMBIA | ||||||
| Item | Description | Unit | Quantity | Unit Price (COP) | Total Value (COP) | Total Value (USD) |
| A | DRAWINGS | $ - 0 | $ - 0 | |||
| A.1 | Structural and architectural drawings | EA | 1.00 | |||
| A.2 | Hydraulic, sanitary and rainwater drawings (include septic system) | EA | 1.00 | |||
| A.3 | Electrical and data drawings | EA | 1.00 | |||
| A.4 | Heating, ventilation and air conditioning drawings | EA | 1.00 | |||
| A.5 | Soil study | EA | 1.00 | |||
| A.6 | Deep water system drawings (include hydrogeological assessment, geoelectrical study, water well and pumping system) | EA | 1.00 | |||
| A.7 | Water purification system drawings | EA | 1.00 | |||
| 1 | PRELIMINARIES | |||||
| 1.1 | Location and laying out | m2 | 293.62 | |||
| 1.2 | Provisional fencing and and temporary storage area | EA | 1.00 | |||
| 1.3 | Demolition of existing walls | m2 | 445.59 | |||
| 1.4 | Demolition of concrete structure (include, columns, beams, slabs and foundation) | m3 | 34.63 | |||
| 1.5 | Disassembly of steel structure | m2 | 212.31 | |||
| 1.6 | Disassembly of piping system | EA | 1.00 | |||
| 1.7 | Close of existing well | EA | 1.00 | |||
| 1.8 | Strip topsoil | m2 | 127.30 | |||
| 1.9 | Excavation | m3 | 88.27 | |||
| 1.10 | Backfilling | m3 | 70.03 | |||
| 2 | CONCRETE STRUCTURE | |||||
| 2.1 | Concrete footing | m3 | 22.46 | |||
| 2.2 | Concrete foundation beams | m3 | 30.14 | |||
| 2.3 | Concrete slab sub floor | m2 | 210.12 | |||
| 2.4 | Concrete aerial beams | m3 | 19.79 | |||
| 2.5 | Concrete columns | m3 | 17.82 | |||
| 2.6 | Concrete aerial slab | m2 | 14.63 | |||
| 2.7 | Concrete sidewalks | m2 | 83.50 | |||
| 2.8 | Concrete lintes | m | 58.12 | |||
| 2.9 | Concrete ditch | m | 45.70 | |||
| 2.10 | Concrete support base (10cm thick) with floor tiles | m2 | 3.28 | |||
| 3 | CONVENTIONAL MASONRY | |||||
| 3.1 | Conventional Masonry | m2 | 552.66 | |||
| 4 | ROOFING | |||||
| 4.1 | Metallic structure | m2 | 263.92 | |||
| 4.2 | Roof tile type "cubierta arquitectónica" caliber 24, include all accessories | m2 | 263.92 | |||
| 5 | FINISHES | |||||
| 5.1 | Waterproofed plaster | m2 | 558.91 | |||
| 5.2 | Plaster | m2 | 546.41 | |||
| 5.3 | Exterior and interior stucco and paint | m2 | 1,105.32 | |||
| 5.4 | Floor tiles (include baseboard) | m2 | 190.00 | |||
| 5.5 | Wall tiles | m2 | 84.33 | |||
| 5.6 | Polish granite countertops | m2 | 9.95 | |||
| 5.7 | Windows (include lintels and mosquito mesh) | m2 | 50.83 | |||
| 5.8 | Doors (include locks) | m2 | 40.54 | |||
| 5.9 | Ceiling in thermal insulating panels | m2 | 263.92 | |||
| 5.10 | Shelving | EA | 1.00 | |||
| 5.11 | Wooden reception desk | EA | 1.00 | |||
| 5.12 | Chain link fence | m2 | 35.60 | |||
| 5.13 | Chain link door | m2 | 8.08 | |||
| 6 | HYDRAULIC - SANITARY - RAINWATER NETWORK | |||||
| 6.1 | Hydraulic network (include 3 water storage tanks 1000 lt each) | EA | 1.00 | |||
| 6.2 | Sanitary network | EA | 1.00 | |||
| 6.3 | Septic system | EA | 1.00 | |||
| 6.4 | Rainwater network | EA | 1.00 | |||
| 7 | ELECTRICAL SYSTEM | |||||
| 7.1 | Electrical feed connection (Includes electrical transformer and medium voltage network extension) | EA | 1.00 | |||
| 7.2 | Main electrical panel | EA | 1.00 | |||
| 7.3 | Main circuit breaker | EA | 1.00 | |||
| 7.4 | Electrical conduit | m | 120.00 | |||
| 7.5 | Electrical wire | m | 360.00 | |||
| 7.6 | Electrical boxes | Unit | 134.00 | |||
| 7.7 | Lighting aparatusses | Unit | 60.00 | |||
| 7.8 | Electrical outlets (110V) | Unit | 52.00 | |||
| 7.9 | Electrical switch | Unit | 22.00 | |||
| 7.10 | Voice and data outlets (include UTP wire and RJ45) | Unit | 10.00 | |||
| 7.11 | Electrical raceway | m | 66.00 | |||
| 7.11 | UPS 5 kVA | EA | 1.00 | |||
| 7.12 | Grounding system | EA | 1.00 | |||
| 7.13 | Testing and launching | EA | 1.00 | |||
| 8 | HEATING, VENTILATION AND AIR CONDITIONING | |||||
| 8.1 | Air conditioner units (include evaporator and condenser units, refrigeration system, electrical feed and drainage) | EA | 9.00 | |||
| 9 | DEEP WATER WELL | |||||
| 9.1 | Deep water well (include well drilling, well development, construction, pumping equipment, wellhead protection, pumping system, testing, disinfection and lauching) | EA | 1.00 | |||
| 10 | WATER PURIFICATION SYSTEM | |||||
| 10.1 | Physical and chemical test | EA | 2.00 | |||
| 10.2 | Water Purification System | EA | 1.00 | |||
| 10.3 | Training and follow visits | EA | 1.00 | |||
| 10.4 | Supply of chemists for the water purification system (per 1 year) | EA | 1.00 | |||
| 11 | COMPLEMENTARY WORKS | |||||
| 11.1 | General cleaning | EA | 1.00 | |||
| 11.2 | Commemorative Plate | EA | 1.00 | |||
| 11.3 | Informative Banner | EA | 1.00 | |||
| 11.4 | Licenses and permits | EA | 1.00 | |||
| $ 2,500.00 | ||||||
| SUM OF ITEMS | ||||||
| Administration and Unforeseen | 25% | |||||
| TOTAL ESTIMATED COS US GOVERNMENT | ||||||
| SUM OF ITEMS | ||||||
| Estimated profit for contractor | 5% | |||||
| SUM OF ITEMS | ||||||
| TOTAL ESTIMATED COST FOR CONTRACTOR | ||||||
| Execution Time in Calendar Days | 180 days | |||||
| ADMINISTRATIVE GOVERNMENT COSTS | ||||||
| COR visits | EA | 3.0 | ||||
| QA/QC inspections | EA | 14.00 | ||||
| J5 representative | EA | 7.0 | ||||
| TOTAL US GOVERNMENT ADMINISTRATIVE COST | ||||||
| TOTAL ESTIMATED COST OF PROJECT | ||||||
| Payment form | ||||||
| Guarantee | ||||||
| Exchange Rate (1 USD$ = COP$2,500) |
QE
| Quantities estimate | ||||
| Location and layout | 293.62 | |||
| b | l | |||
| 9.55 | 20.85 | 199.12 | ||
| 9.55 | 1.85 | 17.67 | ||
| 2.9 | 22.7 | 65.83 | ||
| 4 | 2.75 | 11.00 | ||
| Demolition of existing walls | 445.59 | |||
| b | l | h | ||
| 54.78 | 72.53 | 3.5 | ||
| Demolition of concrete structure | 34.63 | |||
| Footing | 27.00 | |||
| b | l | h | N | |
| 1 | 1 | 1 | 27 | |
| Subfloor beams | ||||
| b | l | h | 11.66 | |
| 52.5 | 71 | 0.09 | ||
| 8 | 5.5 | 0.04 | ||
| Concrete slab | 16.63 | |||
| b | l | h | N | |
| 8.75 | 17.75 | 0.1 | 1 | |
| 4 | 2.75 | 0.1 | 1 | |
| Concrete columns | 7.63 | |||
| b | l | h | N | |
| 0.25 | 0.25 | 4 | 27 | |
| 0.25 | 0.25 | 3.5 | 4 | |
| Disassembly of steel structure | 212.31 | |||
| b | l | |||
| 10.75 | 19.75 | |||
| Strip topsoil | 127.30 | |||
| Excavation | 252.14 | |||
| b | l | h | N | |
| 9.55 | 20.85 | 1.2 | 1 | |
| 4 | 2.75 | 1.2 | 1 | |
| Backfill | 199.54 | |||
| Exc | Foot | Beam | ||
| 252.141 | 22.464 | 30.139 | ||
| Concrete footing | 22.46 | |||
| b | l | h | N | |
| 1.2 | 1.2 | 0.4 | 39 | |
| Concrete foundation beams | 30.14 | |||
| b | l | Sec a | Sec b | |
| 66.85 | 104.25 | 0.4 | 0.4 | |
| 8 | 5.5 | 0.3 | 0.3 | |
| 17.2 | 0.3 | 0.3 | ||
| Concrete slab sub floor | 210.12 | |||
| b | l | |||
| 9.55 | 20.85 | |||
| 4 | 2.75 | |||
| Concrete aerial beams | 19.79 | |||
| b | l | Sec a | Sec b | |
| 66.85 | 104.25 | 0.3 | 0.3 | |
| 66.85 | 104.25 | 0.15 | 0.15 | |
| 8 | 5.5 | 0.2 | 0.2 | |
| Concrete columns | 17.82 | |||
| L | Sec A | Sec B | N | |
| 4.5 | 0.4 | 0.4 | 23 | |
| 3.5 | 0.3 | 0.3 | 4 | |
| Concrete aerial slab | 14.63 | |||
| b | l | |||
| 4.5 | 3.25 | |||
| Concrete sidewalks | 83.50 | |||
| b | l | |||
| 9.55 | 1.85 | |||
| 2.9 | 22.7 | |||
| Concrete ditch | 45.70 | |||
| b | N | |||
| 22.85 | 2 | |||
| Concrete stand base | 3.28 | |||
| b | N | |||
| 6.55 | 0.5 | |||
| Concrete lintels | 58.12 | |||
| b | N | |||
| 58.12 | 1 | |||
| Convensional masonry | 552.66 | |||
| External | 279.45 | |||
| h | L | |||
| 4.5 | 60.8 | 338.49 | ||
| 3.5 | 13.5 | |||
| 1.2 | 14.7 | |||
| Vanos | ||||
| 2.6 | 2.94 | 7.64 | ||
| 1.4 | 32.88 | 46.03 | ||
| 0.6 | 3.6 | 2.16 | ||
| 0.6 | 2 | 1.20 | ||
| 1 | 2 | 2.00 | ||
| Internal | 273.21 | |||
| 3.5 | 87.87 | 307.55 | ||
| Vanos | ||||
| 2.5 | 13.16 | 32.90 | ||
| 0.6 | 2.4 | 1.44 | ||
| Roofing | 263.92 | |||
| h | L | |||
| 11.55 | 22.85 | |||
| Waterproof plaster | 558.91 | |||
| Plaster | 546.41 | |||
| Exterior and interior stucco and paint | 1105.32 | |||
| Floor tiles | 190.00 | |||
| Area | Walls L | Walls T | ||
| 199.12 | 60.8 | 0.15 | ||
| Walls tiles | 84.33 | |||
| B | h | |||
| 39.60 | 2 | |||
| 8.55 | 0.6 | |||
| Polish granite countertops | 9.95 | |||
| B | l | |||
| 4.05 | 0.63 | |||
| 14.8 | 0.5 | |||
| Windows | 50.83 | |||
| Doors | 40.54 | |||
| Ceiling | 263.92 | |||
| Chaink link fence | 35.60 | |||
| b | h | |||
| 15.15 | 2.35 | |||
| Chain link door | 8.08 | |||
| b | h | |||
| 2.65 | 3.05 |
MBD0813CFE9
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