Enclosure 4. Blank BOQ.xlsx
XLSX spreadsheet 37 KB Posted
- Solicitation number
- N6274225R6599
About this file
The file is a Bill of Quantities (BOQ) for a design-build construction project at Fort Magsaysay in the Philippines, involving three primary contract line items (CLINs): Apron Expansion, Modular Bulk Fuel Storage Pad, and Concrete Access Road. The document provides a detailed breakdown of construction activities, including site preparation, excavation, concrete work, electrical systems, drainage, and utility connections, though all cost fields are currently marked as zero.
The associated federal contract opportunity (Solicitation N6274225R6599) is actually for constructing a Huy Giap Commune Clinic in Cao Bang, Vietnam, managed by the Department of the Navy Naval Facilities Engineering Command. A pre-solicitation site visit is scheduled for June 18, 2025, from 14:00-16:00 local time, with proposal submissions due by July 7, 2025, at 11:00 AM Thailand time. Contractor access to the site visit is restricted and will require prior base access approval referenced in a related Sources Sought notice.
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Text version
BOQ
| BILL OF QUANTITIES | DATE PREPARED: | |
| ACTIVITY AND LOCATION: | CONSTRUCTION CONTRACT NUMBER: | |
| Fort Magsaysay, Palayan City, Nueva Ecija, Philippines |
| PROJECT TITLE: | PREPARED BY: | ||||||||
| D/B UFC Construct Airfield Apron Expansion, Modular Bulk Fuel Storage Pad & Concrete Access Road | |||||||||
| QUANTITY | MATERIAL COST | LABOR/EQUIPMENT COST | ENGINEERING ESTIMATE | ||||||
| NUMBER | UNIT | UNIT, USD | TOTAL | UNIT, USD | TOTAL | UNIT, USD | TOTAL, USD | ||
| CLIN 0001 | CONSTRUCT APRON EXPANSION | ||||||||
| A10 | FOUNDATIONS | - 0 | |||||||
| Excavation of and replacement of unsuitable soil, fill & compaction (0.50 m) | CM | ||||||||
| Leveling, final grading and compaction | SM | ||||||||
| Geotextile fabric | SM | ||||||||
| Base course and compaction | SM | ||||||||
| PCC Type II 28 Mpa include formwork | CM | ||||||||
| Reinforcement DB16 A615 Grade 60 | KG | ||||||||
| Dowel and construction joint | LS | ||||||||
| Revetment | SM | ||||||||
| Others | |||||||||
| D20 | PLUMBING | - 0 | |||||||
| D2020 | Drainage system | ||||||||
| New drainage system | EA | ||||||||
| Improvement of existing drainage | EA | ||||||||
| Others | |||||||||
| D40 | FIRE PROTECTION | - 0 | |||||||
| Provide and install equipment per applicable design codes | |||||||||
| Others | |||||||||
| D50 | ELECTRICAL | - 0 | |||||||
| D5010 | Electrical Service and Distribution | ||||||||
| Isolation transformer | LS | ||||||||
| Constant current regulator (wet type) | EA | ||||||||
| Guidance sign panel with the structure and foundation | LS | ||||||||
| D5020 | Branch Wiring | LS | |||||||
| Others | LS | ||||||||
| D5090 | Lightning protection system | LS | |||||||
| E10 | EQUIPMENT | - 0 | |||||||
| LED runway edge lighting | LS | ||||||||
| Others | |||||||||
| F10 | SPECIAL CONSTRUCTION | - 0 | |||||||
| Pavement marking | LS | ||||||||
| Training and signage | LS | ||||||||
| Others | |||||||||
| G10 | SITE PREPARATION | - 0 | |||||||
| Clearing, grubbing, tree cutting | SM | ||||||||
| Excavation of Footing trenches and grid beams | SM | ||||||||
| Others | |||||||||
| G20 | SITE IMPROVEMENTS | - 0 | |||||||
| Provide site improvements as required | LS | ||||||||
| Others | |||||||||
| G30 | SITE CIVIL/ MECHANICAL UTILITIES | - 0 | |||||||
| Water supply connection | LS | ||||||||
| Electricity connection | LS | ||||||||
| Others | |||||||||
| X | FIELD REQUIREMENTS, OFFICE OVERHEAD & PROFIT | ||||||||
| X10 | Field Requirements | - 0 | |||||||
| Mobilization | LS | - 0 | - 0 | ||||||
| Demobilization | LS | - 0 | - 0 | ||||||
| Project Management & Supervision, QC, Safety | Months | - 0 | - 0 | ||||||
| Design, Construction Plans incl Rendering | LS | - 0 | - 0 | ||||||
| Topographic & Geotech Survey | LS | - 0 | - 0 | ||||||
| Closeout Requirements | LS | - 0 | - 0 | ||||||
| X20 | Office Overhead | - 0 | - 0 | ||||||
| TempFacil, permits, Utilities, Field Office, Environment Protection, Clean-Up | Months | - 0 | - 0 | ||||||
| X30 | Profit | - 0 | - 0 | ||||||
| Contractor's profit | LS | ||||||||
| SUBTOTAL FOR CLIN 0001 | - 0 | ||||||||
| CLIN 0002 | CONSTRUCT MODULAR BULK FUEL STORAGE PAD | ||||||||
| G10 | SITE PREPARATION | - 0 | |||||||
| Excavation of and replacement of unsuitable soil, fill & compaction (0.50 m) | CM | - 0 | |||||||
| G20 | SITE IMPROVEMENT | - 0 | |||||||
| Concrete slab on grade for modular bulk fuel storage | |||||||||
| Concrete | CM | ||||||||
| Compacted based course, 20 cm. thick | CM | ||||||||
| Reinforcement DB16 A615 Grade 60 | KG | ||||||||
| Geotextile | SM | ||||||||
| Concrete slab on grade for access road | |||||||||
| Concrete | CM | ||||||||
| Compacted based course, 20 cm. thick | CM | ||||||||
| Reinforcement DB16 A615 Grade 60 | KG | ||||||||
| Geotextile | SM | ||||||||
| Drainage | |||||||||
| Cross Drains (60 cm.) incl. headwall ncl. Trench excavation & bedding | EA | ||||||||
| Slab shoulder | SM | ||||||||
| X | FIELD REQUIREMENTS, OFFICE OVERHEAD & PROFIT | ||||||||
| X10 | Field Requirements | - 0 | |||||||
| Mobilization | LS | - 0 | |||||||
| Demobilization | LS | - 0 | |||||||
| Project Management & Supervision, QC, Safety | Months | - 0 | |||||||
| Design, Construction Plans incl Rendering | LS | - 0 | |||||||
| Topographic & Geotech Survey | LS | - 0 | |||||||
| Closeout Requirements | LS | - 0 | |||||||
| X20 | Office Overhead | - 0 | |||||||
| TempFacil, permits, Utilities, Field Office, Environment Protection, Clean-Up | Months | - 0 | |||||||
| X30 | Profit | - 0 | |||||||
| Contractor's profit | LS | ||||||||
| SUBTOTAL FOR CLIN 0002 | - 0 | ||||||||
| CLIN 0003 | CONSTRUCT CONCRETE ACCESS ROAD | ||||||||
| G10 | SITE PREPARATION | - 0 | |||||||
| Excavation of and replacement of unsuitable soil, fill & compaction (0.50 m) | CM | ||||||||
| G20 | SITE IMPROVEMENT | ||||||||
| Concrete Road | |||||||||
| Concrete | CM | ||||||||
| Compacted based course, 20 cm. thick | CM | ||||||||
| Geotextile | SM | ||||||||
| Drainage | |||||||||
| Cross Drain (2m.) incl. headwall ncl. Trench excavation & bedding | EA | ||||||||
| Road side drainage trench | LM | ||||||||
| Slope Protection | LM | ||||||||
| X | FIELD REQUIREMENTS, OFFICE OVERHEAD & PROFIT | ||||||||
| X10 | Field Requirements | - 0 | |||||||
| Mobilization | LS | ||||||||
| Demobilization | LS | ||||||||
| Project Management & Supervision, QC, Safety | Months | ||||||||
| Design, Construction Plans incl Rendering | LS | ||||||||
| Topographic & Geotech Survey | LS | ||||||||
| Closeout Requirements | LS | ||||||||
| X20 | Office Overhead | - 0 | |||||||
| TempFacil, permits, Utilities, Field Office, Environment Protection, Clean-Up | Months | - 0 | |||||||
| X30 | Profit | - 0 | |||||||
| Contractor's profit | LS | ||||||||
| SUBTOTAL FOR CLIN 0003 | - 0 | ||||||||
| TOTAL ESTIMATED COST | - 0 |
N6274225R6599 Enclosure 4.
&P
FOR OFFICIAL USE ONLY
File details come from the government source that posted it. Updated .