Exhibit D 24R6715 Blank BOQ_Rappel Tower.xlsx
XLSX spreadsheet 27 KB Posted
- Attached to
- D/B Construction of Rappel Tower and Landing Pad, Camp Tecson, San Miguel, Bulacan, Philippines
- Solicitation number
- N6274224R6715
About this file
This document appears to be a Blank Bill of Quantities (BOQ) for a Design-Build (D/B) construction project to build a 6-story rappel tower and landing pad at Camp Tecson in Bulacan, Philippines. The project has a projected value between $500,000 and $1,000,000.
The BOQ provides a detailed breakdown of the required construction elements, quantities, and estimated material and labor costs for items such as foundations, superstructure, exterior closure, roofing, interior construction, stairs, electrical systems, and specialized rappel tower components. A related federal contract opportunity solicitation document is also provided, which announces the forthcoming project and outlines key details. It states that a pre-proposal site visit is scheduled for the third or fourth week of July 2024, and interested contractors must submit a Base Access Request form by June 14, 2024 to attend. The solicitation will likely be issued by the Department of the Navy Naval Facilities Engineering Command in June 2024.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Released_AMD2_6715.pdf | ||
| N6274224R6715-0001_081324.pdf | ||
| Exhibit A_PPI_Fillable.docx | DOCX document | |
| RELEASED RFP_24R6715.pdf | ||
| PHIL_BAR_Base Access Request Form.xlsx | XLSX spreadsheet |
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Text version
Blank BOQ
BILL OF MATERIALS
| CLIN 0001, BASE BID ITEM 0001: DESIGN AND CONSTRUCTION OF 6-STORY RAPPEL TOWER AND LANDING PAD | ERROR:#REF! | |||||||||
| LEVEL 2 GROUP ELEMENTS | QUANTITY | MATERIAL COST | LABOR COST | ENGINEERING ESTIMATE | TOTAL, US $ | |||||
| Level 3 Element | NUMBER | UNIT | UNIT COST | TOTAL ($) | UNIT COST | TOTAL ($) | UNIT COST | TOTAL ($) | ||
| A10 | FOUNDATIONS | - 0 | ERROR:#REF! | |||||||
| A1010 | Standard Foundation | - 0 | ERROR:#REF! | |||||||
| 6-Story Rappel Tower | - 0 | |||||||||
| A101002.1 | perform excavation | cu.m | - 0 | - 0 | ERROR:#REF! | |||||
| A101002.3 | provide rebar | kg | - 0 | - 0 | ||||||
| A101002.4 | provide form | sqm | - 0 | - 0 | ||||||
| provide floor moisture barrier | SM | - 0 | - 0 | ERROR:#REF! | ||||||
| A101002.5 | provide concrete | cu.m | - 0 | - 0 | ||||||
| A101002.6 | provide Backfill and perform Compaction | sqm | - 0 | - 0 | ||||||
| Anchorage Poles at Landing Pad | - 0 | |||||||||
| A101002.1 | perform excavation | cu.m | - 0 | - 0 | ERROR:#REF! | |||||
| A101002.3 | provide rebar | kg | - 0 | - 0 | ||||||
| A101002.4 | provide form | sqm | - 0 | - 0 | ||||||
| provide floor moisture barrier | SM | - 0 | - 0 | ERROR:#REF! | ||||||
| A101002.5 | provide concrete | cu.m | - 0 | - 0 | ||||||
| A101002.6 | provide Backfill and perform Compaction | sqm | - 0 | - 0 | ||||||
| A1030 | Slab on Grade (6m by 8m) | - 0 | ERROR:#REF! | |||||||
| A103001.1 | provide rebar | kg | - 0 | - 0 | ERROR:#REF! | |||||
| A103001.2 | provide form | sqm | - 0 | - 0 | ERROR:#REF! | |||||
| provide floor moisture barrier | SM | - 0 | - 0 | ERROR:#REF! | ||||||
| A103001.3 | provide concrete | cu.m | - 0 | - 0 | ERROR:#REF! | |||||
| B10 | SUPERSTRUCTURE | - 0 | ERROR:#REF! | |||||||
| B1010 | Floor Construction | - 0 | ERROR:#REF! | |||||||
| 2F to 4F Column | - 0 | |||||||||
| provide rebar at columns and beams | kg | - 0 | - 0 | ERROR:#REF! | ||||||
| provide form | sqm | - 0 | - 0 | |||||||
| provide concrete | cu.m | - 0 | - 0 | |||||||
| 2F to 4F Slab | - 0 | |||||||||
| provide form | sqm | - 0 | - 0 | |||||||
| provide rebar | kg | - 0 | - 0 | |||||||
| provide concrete | cu.m | - 0 | - 0 | |||||||
| 5F column | - 0 | |||||||||
| provide rebar at columns and beams | kg | - 0 | - 0 | |||||||
| provide form | sqm | - 0 | - 0 | |||||||
| provide concrete | cu.m | - 0 | - 0 | |||||||
| 5F Slab | - 0 | |||||||||
| provide form | sqm | - 0 | - 0 | |||||||
| provide rebar | kg | - 0 | - 0 | |||||||
| provide concrete | cu.m | - 0 | - 0 | |||||||
| 6F column | - 0 | |||||||||
| provide rebar at columns and beams | kg | - 0 | - 0 | |||||||
| provide form | sqm | - 0 | - 0 | |||||||
| provide concrete | cu.m | - 0 | - 0 | |||||||
| 6F Slab | - 0 | |||||||||
| provide form | sqm | - 0 | - 0 | |||||||
| provide rebar | kg | - 0 | - 0 | |||||||
| provide concrete | cu.m | - 0 | - 0 | |||||||
| Anchorage Poles at Landing Pad | - 0 | |||||||||
| provide hot-dipped galvanized steel pole (3mm thk by 320mm bottom-dia by 125mm top-dia by 20ft long) | ea | - 0 | - 0 | |||||||
| B20 | EXTERIOR CLOSURE | - 0 | ERROR:#REF! | |||||||
| B2010 | Exterior wall | - 0 | ||||||||
| GF | - 0 | |||||||||
| B201001.1 | CHB 8", 7MPa | sqm | - 0 | - 0 | ||||||
| Masonry (Rebars) | KG | - 0 | - 0 | ERROR:#REF! | ||||||
| CHB Grout Fill | CM | - 0 | - 0 | ERROR:#REF! | ||||||
| Masonry wall (plastering) | sqm | - 0 | - 0 | |||||||
| 5F | - 0 | |||||||||
| B201001.2 | CHB 8", 7MPa | sqm | - 0 | - 0 | ||||||
| Masonry (Rebars) | KG | - 0 | - 0 | ERROR:#REF! | ||||||
| CHB Grout Fill | CM | - 0 | - 0 | ERROR:#REF! | ||||||
| Masonry wall (plastering) | sqm | - 0 | - 0 | |||||||
| B2090 | Other Exterior Closure | - 0 | - 0 | |||||||
| B201001.3 | railings at 2F to 6F | set | - 0 | - 0 | ||||||
| Metal cladding with FSRR logo at the front of the tower from GF to 4F | ea | - 0 | - 0 | |||||||
| B30 | ROOFING | - 0 | ERROR:#REF! | |||||||
| B3010 | Roof Coverings & Roof Drains | - 0 | ERROR:#REF! | |||||||
| B301090 | Waterproofing membrane | sqm | - 0 | - 0 | ||||||
| Steel Roof Structure | SM | - 0 | - 0 | ERROR:#REF! | ||||||
| Roofing, Cliplock type, including accessories | SM | - 0 | - 0 | ERROR:#REF! | ||||||
| B301003 | Insulation, Rockwool | SM | - 0 | - 0 | ERROR:#REF! | |||||
| provide roof drains | sqm | - 0 | - 0 | |||||||
| C10 | INTERIOR CONSTRUCTION | - 0 | ERROR:#REF! | |||||||
| C1010 | Interior Walls | - 0 | ERROR:#REF! | |||||||
| Storage Room at the GF | - 0 | |||||||||
| CHB Grout Fill | CM | - 0 | - 0 | ERROR:#REF! | ||||||
| Masonry (Rebars) | KG | - 0 | - 0 | ERROR:#REF! | ||||||
| CHB 8", 7MPa | SM | - 0 | - 0 | ERROR:#REF! | ||||||
| C1020 | Interior Doors | - 0 | ERROR:#REF! | |||||||
| steel door with accessories for storage room | sets | - 0 | - 0 | |||||||
| C1030 | Other Fire Protection Systems | - 0 | ERROR:#REF! | |||||||
| portable fire extinguisher with cabinet, and fire alarm systems | Lot | - 0 | - 0 | ERROR:#REF! | ||||||
| C20 | STAIRS | - 0 | ERROR:#REF! | |||||||
| C2010 | Stair Construction | - 0 | ERROR:#REF! | |||||||
| C201001.1 | provide Formwork | FLT | - 0 | - 0 | ERROR:#REF! | |||||
| C201001.2 | provide rebar | FLT | - 0 | - 0 | ERROR:#REF! | |||||
| C201001.3 | provide concrete | FLT | - 0 | - 0 | ERROR:#REF! | |||||
| C201090 | Stair Finishes | - 0 | ERROR:#REF! | |||||||
| C201090.1 | Metal railings | lm | - 0 | - 0 | ERROR:#REF! | |||||
| C30 | INTERIOR FINISHES | - 0 | ERROR:#REF! | |||||||
| C3010 | Wall Finishes | - 0 | ERROR:#REF! | |||||||
| C301001.1 | Columns - GF to TD Painting works | ERROR:#REF! | ||||||||
| Skim Coat | SM | - 0 | - 0 | |||||||
| Plastering | SM | - 0 | - 0 | |||||||
| Top Coat (2 coats ) | SM | - 0 | - 0 | |||||||
| C301001.2 | Wall - GF, painting work | ERROR:#REF! | ||||||||
| Skim Coat | SM | - 0 | - 0 | |||||||
| Plastering | SM | - 0 | - 0 | |||||||
| Top Coat (2 coats ) | SM | - 0 | - 0 | |||||||
| C301001.3 | Wall - 5D, painting work | ERROR:#REF! | ||||||||
| Skim Coat | SM | - 0 | - 0 | |||||||
| Plastering | SM | - 0 | - 0 | |||||||
| Top Coat (2 coats ) | SM | - 0 | - 0 | |||||||
| C3020 | Floor Finishes | - 0 | - 0 | |||||||
| C3020010.1 | GF to TD Floor Hardener & Sealer | sqm | - 0 | - 0 | ||||||
| C3030 | Ceiling Finishes | - 0 | ERROR:#REF! | |||||||
| Painted ceiling | - 0 | ERROR:#REF! | ||||||||
| Skim Coat | SM | - 0 | - 0 | |||||||
| Plastering | SM | - 0 | - 0 | |||||||
| Top Coat (2 coats ) | SM | - 0 | - 0 | |||||||
| D50 | ELECTRICAL | - 0 | ERROR:#REF! | |||||||
| D5010 | Electrical Service & Distribution | - 0 | ERROR:#REF! | |||||||
| Rough‐ins | SM | - 0 | - 0 | ERROR:#REF! | ||||||
| Wiring | SM | - 0 | - 0 | ERROR:#REF! | ||||||
| Panel boards and circuit breakers | Lot | - 0 | - 0 | ERROR:#REF! | ||||||
| Transformer incl. accessories | EA | - 0 | - 0 | ERROR:#REF! | ||||||
| Electrical connection to base | SM | - 0 | - 0 | ERROR:#REF! | ||||||
| MTS | ea | - 0 | - 0 | ERROR:#REF! | ||||||
| D5020 | Lighting & Branch Wiring | - 0 | ERROR:#REF! | |||||||
| Lights, fixures and wiring devices - include perimeter lighting | SM | - 0 | - 0 | ERROR:#REF! | ||||||
| D5090 | lightning arrester | set | - 0 | - 0 | ERROR:#REF! | |||||
| F10 | Special Construction | - 0 | - 0 | |||||||
| Steel frame system for the 9-grid cable attachments at the 6F | - 0 | |||||||||
| Cable Attachment (9-grids) system | set | - 0 | - 0 | |||||||
| 3/8" galvanized steel aircraft cables | ea | - 0 | - 0 | |||||||
| motorized retractable system (automatic line retriever), 45kN, compatible to 9-13mm dia cable | set | - 0 | - 0 | |||||||
| landing skid (only half is needed) | ea | - 0 | - 0 | |||||||
| Table 2: SITEWORK | ||||||||||
| LEVEL 2 GROUP ELEMENTS | QUANTITY | MATERIAL COST | LABOR COST | ENGINEERING ESTIMATE | ||||||
| Level 3 Element | NUMBER | UNIT | UNIT COST | TOTAL ($) | UNIT COST | TOTAL ($) | UNIT COST | TOTAL ($) | ||
| G10 | SITE PREPARATION | - 0 | ERROR:#REF! | |||||||
| G1010 | Site Clearing | - 0 | ERROR:#REF! | |||||||
| Clearing, grubbing and Tree Cutting | SM | - 0 | - 0 | ERROR:#REF! | ||||||
| G1030 | Site Earthwork | - 0 | ERROR:#REF! | |||||||
| Excavation | CM | - 0 | - 0 | ERROR:#REF! | ||||||
| Backfilling and Compaction | CM | - 0 | - 0 | ERROR:#REF! | ||||||
| G20 | SITE IMPROVEMENTS | - 0 | ERROR:#REF! | |||||||
| G2050 | landing pad | 170 | ea | - 0 | - 0 | ERROR:#REF! | ||||
| X | FIELD REQUIREMENTS, OFFICE OVERHEAD & PROFIT | - 0 | ERROR:#REF! | |||||||
| X10 | Field Requirements | - 0 | ERROR:#REF! | |||||||
| Mobilization / Demobilization | LS | - 0 | ERROR:#REF! | |||||||
| Predesign surveys, capability assessment, etc | LS | - 0 | ERROR:#REF! | |||||||
| Detailed Engineering Design Package, Project Management, and Project Rendering, and Plaque | LS | - 0 | ERROR:#REF! | |||||||
| X20 | Office Overhead | - 0 | ERROR:#REF! | |||||||
| TempFacil, permits, and utilities months | LS | - 0 | - 0 | ERROR:#REF! |
| CLIN0001 Total | 0.00 | ERROR:#REF! |
| Grand Total Cost | 0.00 | ERROR:#REF! |
D/B UFC Construction of Rappel Tower and Landing Pad Camp Tecson, San Miguel, Bulacan, Philippines 24R6715_Blank BOQ_05Jun2024 by DPB
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File details come from the government source that posted it. Updated .