Exhibit D Blank BOQ - 24R6709.xlsx
XLSX spreadsheet 31 KB Posted
- Solicitation number
- N6274224R6709
About this file
This document appears to be an Exhibit D Blank Bill of Quantities (BOQ) for a federal contract opportunity related to the construction of an Intermediate Staging Area at Fort Magsaysay in the Philippines.
The key details are: The contract opportunity is a Design-Build project for new construction valued between $1,000,000 and $5,000,000. The project involves constructing a Multi Domain Task Force (MDTF) Intermediate Staging Area, including Joint Reception, Staging, Onward Movement, and Integration (RSOI) facilities. A pre-proposal site visit is tentatively scheduled for June-July 2024, and interested contractors must submit a Base Access Request by May 21, 2024. The federal agency issuing the solicitation is the Department of the Navy, Naval Facilities Engineering Command. The BOQ template provides detailed cost estimates for the construction activities, materials, labor, and overhead.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| N6274224R6709-0002 CNX the RFP.pdf | ||
| N6274224R6709-0001_Released.pdf | ||
| Exhibit A Pre Proposal Inquiry Form.xlsx | XLSX spreadsheet | |
| Exhibit A-D.pdf | ||
| N6274224R6709 Released.pdf | ||
| PHIL_BAR_Base Access Request Form.xlsx | XLSX spreadsheet |
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Text version
Sheet1
BILL OF QUANTITIES DATE PREPARED
| ACTIVITY AND LOCATION: | CONSTRUCTION CONTRACT NO. | ID NO. | |||||||
| Fort Magsaysay, Nuevo Ecija, Philippines | N6274224R6709 | ||||||||
| ESTIMATED BY | CATEGORY CODE | ||||||||
| PROJECT TITLE: | NO | ||||||||
| UFC D/B Construction of MDTF Intermediate Staging Area | STATUS OF DESIGN | JOB ORDER NO. | |||||||
| CLIN 0001 Construction of Billeting Area | QUANTITY | MATERIAL COST | LABOR COST | ENGINEERING ESTIMATE | |||||
| NUMBER | UNIT | UNIT COST | TOTAL ($) | UNIT COST | TOTAL ($) | UNIT COST | TOTAL ($) | ||
| A10-B10 | FOUNDATION AND SUPERSTRUCTURE | ||||||||
| Excavation | cu.m | ||||||||
| Leveling, final grading and compaction | sq.m | ||||||||
| Geotextile | sq.m | ||||||||
| Concrete Pedestal | unit | ||||||||
| B10 | SUPERSTRUCTURE | ||||||||
| Steel frame stucture (column,rafter, and bracing) | sq.m | ||||||||
| Slab-on-Grade | sq.m | ||||||||
| B1020 | ROOF COVERING | ||||||||
| Roof sheet with insulation | sq.m | ||||||||
| D20 | PLUMBING | ||||||||
| D2020 | Drainage system | ls | |||||||
| D50 | ELECTRICAL | ||||||||
| D5010 | Electrical Service and Distribution | ls | |||||||
| Lightning protection system | ls | ||||||||
| Perimeter lighting | unit | ||||||||
| D5020 | Branch Wiring | ls | |||||||
| F10 | SPECIAL CONSTRUCTION | ||||||||
| Dedication plaque | unit | ||||||||
| Training and signage | ls | ||||||||
| X | OFFICE OVERHEAD & PROFIT | ||||||||
| X20 | Office Overhead | ||||||||
| X30 | Profit | ||||||||
| Total | |||||||||
| Table 2: SITEWORK | |||||||||
| CLIN 0001 Construction of Billeting Area | QUANTITY | MATERIAL COST | LABOR COST | ENGINEERING ESTIMATE | |||||
| NUMBER | UNIT | UNIT COST | TOTAL ($) | UNIT COST | TOTAL ($) | UNIT COST | TOTAL ($) | ||
| G10 | SITE PREPARATION | ||||||||
| G1010 | Site Clearing and grubbing | 1 | ls | ||||||
| G1030 | Mobilization | 1 | ls | ||||||
| De-mobilization | 1 | ls | |||||||
| Soil investigation and test | 1 | ls | |||||||
| Design and drawing | 1 | ls | |||||||
| Construction of temporary facilities | 1 | ls | |||||||
| G30 | SITE CIVIL/ MECHANICAL UTILITIES | ||||||||
| Water supply connection | |||||||||
| Electricity connection | |||||||||
| X | FIELD REQUIREMENTS, OFFICE OVERHEAD & PROFIT | ||||||||
| X20 | Office Overhead | ||||||||
| X30 | Profit | ||||||||
| Total | |||||||||
| Total CLIN 001 |
| CLIN 0002 Construction of Heliport | QUANTITY | MATERIAL COST | LABOR COST | ENGINEERING ESTIMATE | |||||
| NUMBER | UNIT | UNIT COST | TOTAL ($) | UNIT COST | TOTAL ($) | UNIT COST | TOTAL ($) | ||
| A10-B10 | FOUNDATION AND SUPERSTRUCTURE | ||||||||
| Excavation | cu.m | ||||||||
| Leveling, final grading and compaction | sq.m | ||||||||
| Geotextile fabric | sq.m | ||||||||
| Concrete Type II 28 Mpa include formwork | cu.m | ||||||||
| Reinforcement DB16 A615 Grade 60 | kg | ||||||||
| Dowel and construction joint | ls | ||||||||
| D20 | PLUMBING | ||||||||
| D2020 | Drainage system | ls | |||||||
| D50 | ELECTRICAL | ||||||||
| Lightning protection system - Grounding point | ls | ||||||||
| F10 | SPECIAL CONSTRUCTION | ||||||||
| Marker | ls | ||||||||
| Tie down | ls | ||||||||
| Training and signage | ls | ||||||||
| X | OFFICE OVERHEAD & PROFIT | ||||||||
| X20 | Office Overhead | ||||||||
| X30 | Profit | ||||||||
| Total |
| Table 2: SITEWORK | |||||||||
| CLIN 0002 Construction of Heliport | QUANTITY | MATERIAL COST | LABOR COST | ENGINEERING ESTIMATE | |||||
| NUMBER | UNIT | UNIT COST | TOTAL ($) | UNIT COST | TOTAL ($) | UNIT COST | TOTAL ($) | ||
| G10 | SITE PREPARATION | ||||||||
| G1010 | Site Clearing and grubbing | ls | |||||||
| G1030 | Mobilization | ls | |||||||
| De-mobilization | ls | ||||||||
| Soil investigation and test | ls | ||||||||
| Design and drawing | ls | ||||||||
| Construction of temporary facilities | ls | ||||||||
| X | FIELD REQUIREMENTS, OFFICE OVERHEAD & PROFIT | ||||||||
| X20 | Office Overhead | ||||||||
| X30 | Profit | ||||||||
| Total | |||||||||
| Total CLIN 002 |
| CLIN 0003 Construction of Concrete Road Network | QUANTITY | MATERIAL COST | LABOR COST | ENGINEERING ESTIMATE | |||||
| NUMBER | UNIT | UNIT COST | TOTAL ($) | UNIT COST | TOTAL ($) | UNIT COST | TOTAL ($) | ||
| A10-B10 | FOUNDATION AND SUPERSTRUCTURE | ||||||||
| Excavation and soil filling | cu.m | ||||||||
| Leveling, final grading and compaction | sq.m | ||||||||
| Compacted base course | cu.m | ||||||||
| Concrete with dowel joint | l.m | ||||||||
| G20 | SITE IMPROVEMENT | ||||||||
| Drainage trench | l.m | ||||||||
| Gravel road | l.m | ||||||||
| X | OFFICE OVERHEAD & PROFIT | ||||||||
| X20 | Office Overhead | ||||||||
| X30 | Profit | ||||||||
| Total |
| Table 2: SITEWORK | |||||||||
| CLIN 0003 Construction of Concrete Road Network | QUANTITY | MATERIAL COST | LABOR COST | ENGINEERING ESTIMATE | |||||
| NUMBER | UNIT | UNIT COST | TOTAL ($) | UNIT COST | TOTAL ($) | UNIT COST | TOTAL ($) | ||
| G10 | SITE PREPARATION | ||||||||
| G1010 | Site Clearing and grubbing | ls | |||||||
| G1030 | Mobilization | ls | |||||||
| De-mobilization | ls | ||||||||
| Soil investigation and test | ls | ||||||||
| Design and drawing | ls | ||||||||
| Construction of temporary facilities | ls | ||||||||
| X | FIELD REQUIREMENTS, OFFICE OVERHEAD & PROFIT | ||||||||
| X20 | Office Overhead | ||||||||
| X30 | Profit | ||||||||
| Total | |||||||||
| Total CLIN 003 | |||||||||
| TOTAL ALL CLINs |
&1#&"Times New Roman"&10&K000000SBU - CONTRACTING AND ACQUISITIONS
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&1#&"Times New Roman"&10&K000000SBU - CONTRACTING AND ACQUISITIONS
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