Attachment_4_-_BID_CHART.xlsx
XLSX spreadsheet 24 KB Posted
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- Improvement of Facilities, Pavana, Honduras
- Solicitation number
- 19AQMM18R0214
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19AQMM18R0214 Bid Chart
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PAVANA
| IMPROVEMENT OF EXISTING FACILITIES FOR THE | |
| BORDER POLICE OF HONDURAS AT LA PAVANA | |
| CHOLUTECA- HONDURAS | TEGUCIGALPA - HONDURAS |
| INDEPENDENT GOVERNMENT COST ESTIMATE |
| CLN | Description | Unit Price | Unit of Issue | QTY | Total |
| 1 | Preliminary Work in accordance with the Statement of Work C.1.1 | LS | 1 | ||
| 2 | Construction of building # 1 (Inspection Site for trucks) in accordance with the Statement of Work C.1.2 | LS | 1 | ||
| 3 | Construction of building # 2 (Inspection Site for trucks) in accordance with the Statement of Work C.1.3 | LS | 1 | ||
| 4 | Remodel and extension of building # 3 (Inspection Site for trucks) in accordance with the Statement of Work C.1.4 | LS | 1 | ||
| 5 | Hydraulic and Sanitary Systems in accordance with the Statement of Work C.1.5 | LS | 1 | ||
| 6 | Construction of the Electric System in accordance with the Statement of Work Work C.1.6 | LS | 1 | ||
| 7 | Construction of Special Systems in accordance with the Statement of Work C.1.7 | LS | 1 |
| SUB TOTAL (Direct Cost) | - 0 |
| DBA COST | |
| OVERHEAD | - 0 |
| PROFIT | - 0 |
| TOTAL ESTIMATED COST | - 0 |
BREAKDOWN
| IMPROVEMENT OF EXISTING FACILITIES FOR THE | |||||
| BORDER POLICE OF HONDURAS AT LA PAVANA | |||||
| CHOLUTECA- HONDURAS | TEGUCIGALPA - HONDURAS | ||||
| INDEPENDENT GOVERNMENT COST ESTIMATE | |||||
| CLN | Description | QTY | UNIT | Unit Price | Total |
| 1 | Preliminary Work in accordance with the Statement of Work C.1.1 | - 0 | |||
| 1.01 | Implementation of temporary facilities | 1.00 | Global | - 0 | |
| 1.02 | Structural Designs | 381.89 | m2 | - 0 | |
| 1.03 | Designs for the sewage and water systems | 88.33 | m2 | - 0 | |
| 1.04 | Designs for the electric system | 381.89 | m2 | - 0 | |
| 1.05 | Nationalize of the designs | 381.89 | m2 | - 0 | |
| 1.06 | Demolition of the existing walls | 5.00 | m2 | - 0 | |
| 1.07 | Demolition of the existing ramp | 38.19 | m2 | - 0 | |
| 1.08 | Salaries for Project manager, QQA, Technical support | 1.00 | Global | - 0 | |
| 2 | Construction of building # 1 (Inspection Site for trucks) in accordance with the Statement of Work C.1.2 | - 0 | 0 | ||
| 2.01 | Demolition of concrete floor | 20.62 | m2 | - 0 | |
| 2.02 | Excavation trench | 19.96 | m | - 0 | |
| 2.03 | Excavations | 30.92 | m3 | - 0 | |
| 2.04 | Compacted backfilling with natural soil | 6.48 | m3 | - 0 | |
| 2.05 | Compacted backfilling with granular material soil | 6.48 | m3 | - 0 | |
| 2.06 | Concrete for foudations | 4.76 | m3 | - 0 | |
| 2.07 | Steel reinforcement for foundations | 463.58 | kg | - 0 | |
| 2.08 | Main metallic structure | 421.02 | ml | - 0 | |
| 2.09 | Metallic Structure for roof | 198.10 | m2 | - 0 | |
| 2.10 | Thermal and acoustic roof | 198.10 | m2 | - 0 | |
| 2.11 | Metalic Gutter | 24.76 | m2 | - 0 | |
| 2.12 | PVC down spout | 20.52 | m | - 0 | |
| 2.13 | Salaries for Project manager, QQA, Technical support | 1.00 | Global | - 0 | |
| 3 | Construction of building # 2 (Inspection Site for trucks) in accordance with the Statement of Work C.1.3 | - 0 | |||
| 3.01 | Excavation trench | 33.46 | m | - 0 | |
| 3.02 | Excavations | 12.00 | m2 | - 0 | |
| 3.03 | Compacted backfilling with natural soil | 6.00 | m3 | - 0 | |
| 3.04 | Compacted backfilling with granular material soil | 74.50 | m3 | - 0 | |
| 3.05 | Concrete for foudations | 5.00 | m3 | - 0 | |
| 3.06 | Steel reinforcement for foundations | 630.85 | kg | - 0 | |
| 3.07 | Main metallic structure | 47.76 | m | - 0 | |
| 3.08 | Metallic Structure for roof | 105.99 | m2 | - 0 | |
| 3.09 | Thermal and acoustic roof | 105.99 | m2 | - 0 | |
| 3.10 | Metalic Gutter | 18.53 | m2 | - 0 | |
| 3.11 | PVC down spout | 13.50 | m | - 0 | |
| 3.12 | Concrete floor | 25.69 | m3 | - 0 | |
| 3.13 | Joints | 45.77 | m | - 0 | |
| 3.14 | Salaries for Project manager, QQA, Technical support | 1.00 | Global | - 0 | |
| 4 | Remodel and extension of building # 3 (Inspection Site for trucks) in accordance with the Statement of Work C.1.4 | - 0 | |||
| 4.01 | Excavation trench | 76.82 | m | - 0 | |
| 4.02 | Excavations | 19.20 | m2 | - 0 | |
| 4.03 | Panel W wall | 415.73 | m2 | - 0 | |
| 4.04 | Bond beam | 280.02 | m | - 0 | |
| 4.05 | Compacted backfilling with natural soil | 9.60 | m3 | - 0 | |
| 4.06 | Compacted backfilling with granular material soil | 30.75 | m3 | - 0 | |
| 4.07 | Concrete for foudations | 11.35 | m3 | - 0 | |
| 4.08 | Concrete floor | 5.73 | m3 | - 0 | |
| 4.09 | Concrete for stairs | 1.96 | m3 | - 0 | |
| 4.10 | Concrete for slab | 5.68 | m3 | - 0 | |
| 4.11 | Metllic columns for access | 12.00 | Unit | - 0 | |
| 4.12 | Steel reinforcement | 1,813.93 | kg | - 0 | |
| 4.13 | Metallic Structure | 110.32 | m2 | - 0 | |
| 4.14 | Thermal and acoustic roof | 110.32 | m2 | - 0 | |
| 4.15 | Metalic Gutter | 25.42 | m2 | - 0 | |
| 4.16 | PVC down spout | 18.00 | m | - 0 | |
| 4.17 | New ceramic wall bathroom | 186.56 | m2 | - 0 | |
| 4.18 | Non-skit ceramic floor tiles | 98.38 | m2 | - 0 | |
| 4.19 | Non-skit ceramic exterior | 46.12 | m2 | - 0 | |
| 4.20 | Porcelain floor tiles | 59.43 | m3 | - 0 | |
| 4.21 | Epoxy treatment for floor | 229.68 | m2 | - 0 | |
| 4.22 | Mop boards | 184.64 | m | - 0 | |
| 4.23 | Acrylic paint | 1,128.23 | m2 | - 0 | |
| 4.24 | Concrete block walls stucco | 415.73 | m2 | - 0 | |
| 4.25 | Counter tops manufactured at the factory | 8.76 | m | - 0 | |
| 4.26 | Ceiling type fiber mineral | 59.43 | m2 | - 0 | |
| 4.27 | Bathroom divisions | 32.63 | m2 | - 0 | |
| 4.28 | Mirrors | 5.40 | m2 | - 0 | |
| 4.29 | Doors ADR065 | 10.00 | Unit | - 0 | |
| 4.30 | Doors MD120 | 5.00 | Unit | - 0 | |
| 4.31 | Doors MD200 | 1.00 | Unit | - 0 | |
| 4.32 | Windows | 23.38 | m2 | - 0 | |
| 4.33 | Metallic protection for window | 7.30 | m3 | - 0 | |
| 4.34 | Concrete sidewalks | 36.92 | m2 | - 0 | |
| 4.34 | Concrete borders | 58.00 | m | - 0 | |
| 4.35 | native grass | 47.25 | m2 | - 0 | |
| 4.35 | Salaries for Project manager, QQA, Technical support | 1.00 | Global | - 0 | |
| 5 | Hydraulic and Sanitary Systems in accordance with the Statement of Work C.1.5 | - 0 | |||
| Construction of a potable water system | |||||
| 5.01 | Toilet connection | 10.00 | Unit | - 0 | |
| 5.02 | Wash basin connection | 10.00 | Unit | - 0 | |
| 5.03 | Urinal connection | 6.00 | Unit | - 0 | |
| 5.04 | Laundry conection | 5.00 | Unit | - 0 | |
| 5.05 | Water system 3/4" PVC pipe | 23.04 | m | - 0 | |
| 5.06 | Water system 2" PVC pipe | 30.50 | m | - 0 | |
| 5.07 | Water system 1" PVC pipe | 6.00 | m | - 0 | |
| 5.08 | Excavation trench | 59.54 | m | - 0 | |
| 5.09 | Water outlet 1/2" | 36.00 | Unit | - 0 | |
| 5.10 | 2" Gate valve | 2.00 | Unit | - 0 | |
| 5.11 | 3/4" Gate valve | 2.00 | Unit | - 0 | |
| 5.12 | Steel reiforcement | 1,749.50 | kg | - 0 | |
| 5.13 | Concrete for Cistern | 14.87 | m3 | - 0 | |
| 5.14 | Pump house | 6.45 | m2 | - 0 | |
| 5.15 | Hydraulic pump | 2.00 | Units | - 0 | |
| 5.16 | Hydro-pneumatic tank | 2.00 | Units | - 0 | |
| 5.17 | Water system 1-1/2" fire pipe | 30.40 | m | - 0 | |
| 5.18 | Fire house and boxes | 2.00 | Unit | - 0 | |
| Construction of a sewer system | |||||
| 5.19 | Excavation trench for pipes | 115.20 | m | - 0 | |
| 5.20 | back filling for trenches | 115.20 | m | - 0 | |
| 5.21 | Sewage pipe 2" | 19.60 | m | - 0 | |
| 5.22 | Sewage pipe 4" | 66.40 | m | - 0 | |
| 5.23 | Sewage pipe 3" | 29.20 | m | - 0 | |
| 5.24 | Sewage pipe 200mm | 6.00 | m | - 0 | |
| 5.25 | Sewage system down spot pipe 4" | 12.00 | m | - 0 | |
| 5.26 | Sewage system ventilation 2" | 9.00 | m | - 0 | |
| 5.27 | back filling for trenches of sewage system | 125.00 | m | - 0 | |
| 5.28 | Inspection box | 2.00 | Unit | - 0 | |
| 5.29 | 4" sewage outlet | 10.00 | Unit | - 0 | |
| 5.30 | 3" sewage outlet | 17.00 | Unit | - 0 | |
| 5.31 | 2" sewage outlet | 10.00 | Unit | - 0 | |
| 5.32 | Steel reiforcement | 1,354.37 | kg | - 0 | |
| 5.33 | Concrete for septic tank | 11.51 | m3 | - 0 | |
| 5.34 | Sewage pipe 4" for filtration field | 450 | m | - 0 | |
| 5.35 | Salaries for Project manager, QQA, Technical support | 1.00 | Global | - 0 | |
| 6 | Construction of the Electric System in accordance with the Statement of Work Work C.1.6 | - 0 | |||
| 6.01 | Ceiling lamp conection | 66.00 | Unit | - 0 | |
| 6.02 | Spot light | 11.00 | Unit | - 0 | |
| 6.03 | Pendant light | 11.00 | Unit | - 0 | |
| 6.04 | Wall mounted lamp | 31.00 | Unit | - 0 | |
| 6.05 | 2X32W fluorescent light | 9.00 | Unit | - 0 | |
| 6.06 | Industrial pendant lamp | 4.00 | Unit | - 0 | |
| 6.07 | Light switch | 8.00 | Unit | - 0 | |
| 6.08 | Duble Light switch (vaiven) | 27.00 | Unit | - 0 | |
| 6.09 | Double light switch | 2.00 | Unit | - 0 | |
| 6.10 | Movement sensors | 7.00 | Unit | - 0 | |
| 6.11 | Double polarized outlet 110v | 40.00 | Unit | - 0 | |
| 6.12 | Drayer outlet 220v | 2.00 | Unit | - 0 | |
| 6.13 | Main distribution board | 2.00 | Unit | - 0 | |
| 6.14 | main wiring for electric connection | 70.00 | m | - 0 | |
| 6.15 | Salaries for Project manager, QQA, Technical support | 1.00 | Global | - 0 | |
| 7 | Construction of Special Systems in accordance with the Statement of Work C.1.7 | - 0 | |||
| 7.01 | Emergency light | 10.00 | Unit | - 0 | |
| 7.02 | Fire sensors | 6.00 | Unit | - 0 | |
| 7.03 | Fire Alarm Panel | 1.00 | Global | - 0 | |
| 7.04 | Extinger CO2 | 1.00 | Unit | - 0 | |
| 7.05 | Electrical line to AC main board | 20.00 | m | - 0 | |
| 7.06 | Split system | 1.00 | Unit | - 0 | |
| 7.07 | dainage for AC | 10.00 | m | - 0 | |
| 7.08 | Salaries for Project manager, QQA, Technical support | 1.00 | Global | - 0 | |
| SUB TOTAL (DIRECT COST) | - 0 |
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