Enclosure 4_BOQ_25R6502.xlsx
XLSX spreadsheet 29 KB Posted
- Attached to
- D/B Construct Logistics Resupply Pad and Improve Access Road at Bahn Di Lang Range, Lopburi, Thailand
- Solicitation number
- N6274225R6502
About this file
This is a Bill of Quantities (BOQ) for a design-build project by the Department of the Navy Naval Facilities Engineering Command to construct a Logistics Resupply Point (LRP) and improve access roads at Bahn Di Lang Range in Lopburi, Thailand. The project consists of three contract line items (CLINs): CLIN 0001 involves constructing a concrete logistics resupply pad, CLIN 0002 focuses on improving 15 km of access road, and CLIN 0003 is an optional item for improving an additional 6 km of road. The work includes site preparation, clearing, earthwork, road grading, compaction, crushed gravel overlay, and installing low-water concrete crossing points to support heavy-wheeled vehicle traffic.
A pre-proposal site visit is scheduled for June 23, 2025, at 0900 AM, with participants required to meet at a specific location before entering the project site. Due to challenging terrain, attendees must use four-wheel drive vehicles, off-road motorcycles, or ATVs to access the site. The estimated travel time is approximately three hours, and participants are advised to prepare for difficult environmental conditions including dust, mud, and wet terrain. The solicitation emphasizes the need for appropriate clothing, sun protection, face masks, and sufficient drinking water during the site visit.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| AMD2_ N6274225R65020002_Released.pdf | ||
| Attachment3_BOQ_Amendment2.xlsx | XLSX spreadsheet | |
| AMD1_N6274225R65020001 SF 30_RELEASED.pdf | ||
| Released_SOL_25R6502.pdf | ||
| Enclosure1_PPI_Form.xlsx | XLSX spreadsheet |
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Text version
BOQ
BILL OF QUANTITIES
Project Title D/B CONSTRUCT LOGISTICS RESUPPLY PAD AND IMPROVE ACCESS ROAD AT BAHN DI LANG RANGE, LOPBURI, THAILAND
| ITEM | DESCRIPTION | QUANTITY | MATERIAL COST | LABOR COST | TOTAL | ||||
| NUMBER | UNIT | UNIT COST | TOTAL ($) | UNIT COST | TOTAL ($) | UNIT COST | TOTAL ($) | ||
| CLIN 0001: BASE BID ITEM 0001 - CONSTRUCT A LOGISTICS RESUPPLY POINT (LRP) CONCRETE PAD | |||||||||
| A | SUBSTRUCTURE | ||||||||
| A10 | FOUNDATIONS | ||||||||
| A1030 | SLAB ON GRADE | ||||||||
| - Excavation & backfill | m3 | ||||||||
| - Compacted sand | m3 | ||||||||
| - Reinforcing | kg | ||||||||
| - Concrete | m3 | ||||||||
| - Accessories | LOT | ||||||||
| F | SPECIAL CONSTRUCTION AND DEMOLITION | ||||||||
| F10 | SPECIAL CONSTRUCTION | ||||||||
| F1010 | SPECIAL STRUCTURES | ||||||||
| - Project plaque with accessories | EA |
| G | BUILDING WORKS | |
| G10 | SITE PREPARATION | |
| - Site topology survey | EA | |
| - Soil investigation & report | EA | |
| G1010 | SITE CLEARINGS | |
| - Remove ground vegetation, tree removal, tree relocation, grubbing, clearing and debris disposal | LOT | |
| G1020 | SITE DEMOLITION AND RELOCATIONS | |
| - Demolition and removal of existing structures, utilities, pavements, and other obstructions within the construction area | LOT | |
| G1030 | SITE EARTHWORK | |
| - Grading/compaction | m2 |
| Table 2: FIELD REQUIREMENTS (CLIN 0001) | |||||||||
| DESCRIPTION | QUANTITY | MATERIAL COST | LABOR COST | ENGINEERING ESTIMATE | |||||
| NUMBER | UNIT | UNIT COST | TOTAL ($) | UNIT COST | TOTAL ($) | UNIT COST | TOTAL ($) | ||
| X | FIELD REQUIREMENTS | ||||||||
| - Calculation and Design Drawings | EA | ||||||||
| - Construction permit & site clearance | EA | ||||||||
| - Site mobilization & demobilization | EA | ||||||||
| - Testing | EA | ||||||||
| - Technical training to users | EA | ||||||||
| TOTAL ITEM A-to-G-to-X | |||||||||
| VAT | |||||||||
| TOTAL CLIN 0001 |
| CLIN 0002: BASE BID ITEM 0002 - IMPROVE 15 KM ACCESS ROAD | ||
| F | SPECIAL CONSTRUCTION AND DEMOLITION | |
| F10 | SPECIAL CONSTRUCTION | |
| F1010 | SPECIAL STRUCTURES | |
| - Project plaque with accessories | EA |
| G | BUILDING SITEWORKS | |
| G10 | SITE PREPARATION | |
| - Site topology survey | EA | |
| - Soil investigation & report | EA | |
| G1010 | SITE CLEARING | |
| - Site clearing, tree and vegetation removal, grubbing, debris disposal, and all related work | LOT | |
| G1020 | SITE DEMOLITION AND RELOCATIONS | |
| - Demolition and removal of existing structures, utilities, pavements, and other obstructions within the construction area | LOT | |
| G1030 | SITE EARTHWORK | |
| - Backfill materials | m3 | |
| - Grading/compaction | m2 | |
| G20 | SITE IMPROVEMENTS | |
| G2010 | ROADWAYS | |
| - Compacted crushed/gravel road | m3 | |
| Low-water crossing: Location 1 | ||
| - Reinforcing | kg | |
| - Concrete | m3 | |
| - Water depth gauges | EA | |
| Low-water crossing: Location 2 | ||
| - Reinforcing | kg | |
| - Concrete | m3 | |
| - Water depth gauges | EA | |
| Low-water crossing: Location 3 | ||
| - Reinforcing | kg | |
| - Concrete | m3 | |
| - Water depth gauges | EA |
| Table 2: FIELD REQUIREMENTS (CLIN 0002) | |||||||||
| DESCRIPTION | QUANTITY | MATERIAL COST | LABOR COST | ENGINEERING ESTIMATE | |||||
| NUMBER | UNIT | UNIT COST | TOTAL ($) | UNIT COST | TOTAL ($) | UNIT COST | TOTAL ($) | ||
| X | FIELD REQUIREMENTS | ||||||||
| - Calculation and Design Drawings | EA | ||||||||
| - Construction permit & site clearance | EA | ||||||||
| - Site mobilization & demobilization | EA | ||||||||
| - Testing | LOT | ||||||||
| - Technical training to users | EA | ||||||||
| TOTAL ITEM A-to-G-to-X | |||||||||
| VAT | |||||||||
| TOTAL CLIN 0002 |
| CLIN 0003: OPTION ITEM 0001 - IMPROVE 6 KM ACCESS ROAD | ||
| G | BUILDING SITEWORKS | |
| G10 | SITE PREPARATION | |
| - Site topology survey | EA | |
| - Soil investigation & report | EA | |
| G1010 | SITE CLEARING | |
| - Site clearing, tree and vegetation removal, grubbing, debris disposal, and all related work | LOT | |
| G1020 | SITE DEMOLITION AND RELOCATIONS | |
| - Demolition and removal of existing structures, utilities, pavements, and other obstructions within the construction area | LOT | |
| G1030 | SITE EARTHWORK | |
| - Backfill materials | m3 | |
| - Grading/compaction | m2 | |
| G20 | SITE IMPROVEMENTS | |
| G2010 | ROADWAYS | |
| - Compacted crushed/gravel road | m3 | |
| Low-water crossing: Location 4 | ||
| - Reinforcing | kg | |
| - Concrete | m3 | |
| - Water depth gauges | EA |
| Table 2: FIELD REQUIREMENTS (CLIN 0002) | |||||||||
| DESCRIPTION | QUANTITY | MATERIAL COST | LABOR COST | ENGINEERING ESTIMATE | |||||
| NUMBER | UNIT | UNIT COST | TOTAL ($) | UNIT COST | TOTAL ($) | UNIT COST | TOTAL ($) | ||
| X | FIELD REQUIREMENTS | ||||||||
| - Calculation and Design Drawings | EA | ||||||||
| - Construction permit & site clearance | EA | ||||||||
| - Site mobilization & demobilization | EA | ||||||||
| - Testing | LOT | ||||||||
| - Technical training to users | EA | ||||||||
| TOTAL ITEM A-to-G-to-X | |||||||||
| VAT | |||||||||
| TOTAL CLIN 0003 |
GRAND TOTAL (CLIN 0001 TO 0003)
Enclosure 4 - Bill of Quantities, N6274225R6502 D/B Construct Logistics Resupply Pad and Improve Access Road at Bahn Di Lang Range, Lopburi, Thailand
File details come from the government source that posted it. Updated .