Attachment_Primary_Component_Material_List.xls
XLS spreadsheet 91 KB Posted
- Attached to
- TRAINING VILLAGE - URUGUAY Federal contract opportunity
- Solicitation number
- W912CL-17-R-0011
- Issued by
- Department of the Army Cyber Command
About this file
Attachment - Primary Component Material List
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Technical_Exhibit_3_Building_Structural_Designs_(AutoCad).dwg | DWG drawing | |
| Technical_Exhibit_2_Training_Village_Site_Layout_(Autocad).dwg | DWG drawing | |
| Technical_Exhibit_4_Observation_Tower_Design.pdf | ||
| Technical_Exhibit_2_Training_Village_Site_Layout.pdf | ||
| Solicitation_W912CL-17-R-0011.pdf | ||
| Technical_Exhibit_3_Building_Structural_Designs.pdf | ||
| NEW_2017_Technical_Exhibit_4_Tower.pdf | ||
| NEW_2017_Technical_Exhibit_3_Training_Village_Design.pdf | ||
| NEW_2017_Technical_Exhibit_2_Training_Village_Site_Plan.pdf | ||
| DRAFT_Uruguay_Training_Village_SOW.pdf | ||
| Technical_Exhibit_4_Tower.pdf | ||
| Technical_Exhibit_2_Training_Village_Layout.pdf | ||
| Technical_Exhibit_3_Designs_Layout.pdf |
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Sheet1
| Attachment - Primary Component Material List - All pricing will be annotated on the SF 1442 Bid Schedule by CLIN numbers | |||||
| Quantities presented in this table are approximately and it is contractor responsibility to validate them to reflect actual site conditions, Statmeent Of Work, and Technical Exhibits. Contractor shall adjust quantities and add any missing items. This attachment is only a guide for the contractor. Submit this in EXCEL Format. | |||||
| CLIN 0001 - Construct Training Village (AREA I) | |||||
| Item | Description | Qty | Unit | Unit Cost | Extended Cost |
| 1 | Earth Work | 1 | |||
| 1.1 | Surveying | 1 | LS | 2,048.00 | |
| 1.2 | Clearing and Grubbing | 4545 | m2 | 0.05 | |
| 1.3 | Soil studies and test for concrete | 1 | LS | 3,000.00 | |
| 2 | Building Type 1 | 1 | |||
| 2.1 | CMU block | 116 | m2 | 100.00 | |
| 2.2 | Foundation (excavation) | 14 | m3 | 30.00 | |
| 2.3 | Foundation (compaction, formwork, concrete) | 11 | m3 | 300.00 | |
| 2.4 | Floor slab | 5 | m3 | 300.00 | |
| 2.5 | Reinforcement rebar, 8 | 3400 | kg/m | 0.70 | |
| 2.6 | Reinforcement rebar, 12 | 600 | kg/m | 1.30 | |
| 2.7 | Reinforcement mesh | 0 | ea | 83.00 | |
| 2.8 | Columns | 2 | m3 | 180.00 | |
| 2.9 | Beams | 3 | m3 | 180.00 | |
| 2.10 | Roof (Wood Trusses, Type 2 Wood and Corrugatged Metal, 16 Ga.) | 1 | LS | 1,500.00 | |
| 2.11 | Doors | 5 | ea | 141.00 | |
| 2.12 | Windows | 6 | ea | 141.00 | |
| 2.13 | Lintels | 11 | m | 50.00 | |
| 3 | Building Type 2 | 1 | |||
| 3.1 | CMU block | 180 | m2 | 100.00 | |
| 3.2 | Foundation (excavation) | 8 | m3 | 30.00 | |
| 3.3 | Foundation (compaction, formwork, concrete) | 7 | m3 | 300.00 | |
| 3.4 | Floor slab | 3 | m3 | 300.00 | |
| 3.5 | Reinforcement rebar, 8 | 3500 | kg/m | 0.70 | |
| 3.6 | Reinforcement rebar, 12 | 600 | kg/m | 1.30 | |
| 3.7 | Columns | 2 | m3 | 180.00 | |
| 3.8 | Beams | 3 | m3 | 180.00 | |
| 3.9 | Slab 2-Story | 2 | m3 | 400.00 | |
| 3.10 | Doors | 5 | ea | 141.00 | |
| 3.11 | Windows | 6 | ea | 141.00 | |
| 3.12 | Lintels | 11 | m | 50.00 | |
| 3.13 | Stairs | 2 | ea | 1,500.00 | |
| 3.14 | Catwalks | 1 | ea | 2,000.00 | |
| 4 | Building Type 3 | 2 | |||
| 4.1 | CMU block | 191 | m2 | 100.00 | |
| 4.2 | Foundation (excavation) | 14 | m3 | 30.00 | |
| 4.3 | Foundation (compaction, formwork, concrete) | 10 | m3 | 300.00 | |
| 4.4 | Floor slab | 9 | m3 | 300.00 | |
| 4.5 | Reinforcement rebar, 8 | 7000 | kg/m | 0.70 | |
| 4.6 | Reinforcement rebar, 12 | 900 | kg/m | 1.30 | |
| 4.7 | Reinforcement mesh | 0 | ea | 83.00 | |
| 4.8 | Columns | 4 | m3 | 180.00 | |
| 4.9 | Beams | 5 | m3 | 180.00 | |
| 4.10 | Slab 2-Story | 3 | m3 | 400.00 | |
| 4.11 | Doors | 4 | ea | 141.00 | |
| 4.12 | Windows | 5 | ea | 141.00 | |
| 4.13 | Lintels | 9 | m | 50.00 | |
| 4.14 | Stairs | 1 | ea | 1,500.00 | |
| 5 | Building Type 4 | 1 | |||
| 5.1 | CMU block | 116 | m2 | 100.00 | |
| 5.2 | Foundation (excavation) | 14 | m3 | 30.00 | |
| 5.3 | Foundation (compaction, formwork, concrete) | 11 | m3 | 300.00 | |
| 5.4 | Floor slab | 5 | m3 | 300.00 | |
| 5.5 | Reinforcement rebar, 8 | 3450 | kg/m | 0.70 | |
| 5.6 | Reinforcement rebar, 12 | 650 | kg/m | 1.30 | |
| 5.7 | Reinforcement mesh | 0 | ea | 83.00 | |
| 5.8 | Columns | 2 | m3 | 180.00 | |
| 5.9 | Beams | 2 | m3 | 180.00 | |
| 5.10 | Doors | 5 | ea | 141.00 | |
| 5.11 | Windows | 6 | ea | 141.00 | |
| 5.12 | Lintels | 11 | m | 50.00 | |
| 9 | Sidewalk | 1 | |||
| 9.1 | Sidewalk | 14 | m3 | 300.00 | |
| 10 | Road | 1 | |||
| 10.1 | Clearing and Grubbing | 2800 | m2 | 0.10 | |
| 10.2 | Geotextile | 2800 | m2 | 10.00 | |
| 10.3 | Gravel and compaction | 431 | m3 | 35.00 | |
| 11 | Traffic Signs | 1 | |||
| 11.1 | Signs including sign, pole, and installation | 10 | ea | 100.00 | |
| 12 | Tunnels | 1 | |||
| 12.1 | Excavation | 56 | m3 | 2.95 | |
| 12.2 | Backfill and compaction | 56 | m3 | 3.00 | |
| 12.3 | Concrete culvert | 12 | m | 61.16 | |
| 13 | Street Lights with Poles | 1 | |||
| 13.1 | Street lights with poles including installation | 10 | ea | 1,000.00 | |
| 14 | Solar Panels for street lights | 1 | |||
| 14.1 | Solar panel for street lights with batteries, accessories, lightning protection, grounding, and cabinet with lock | 10 | ea | 800.00 | |
| 15 | Building Signs | 1 | |||
| 15.1 | Building signs including signs and installation | 20 | ea | 75.00 | |
| TOTAL: | |||||
| Labor | |||||
| Profit | |||||
| IVA ( %): | |||||
| TOTAL PRICE FOR CLIN 0001: | |||||
| CLIN 0002 - Optional Observation Tower | |||||
| Item | Description | Qty | Unit | Unit Cost | |
| 16 | Tower | 1 | |||
| 16.1 | Foundation | 1 | LS | ||
| 16.2 | Tower | 1 | LS | ||
| TOTAL: | |||||
| Labor | |||||
| Profit | |||||
| IVA (__%): | |||||
| TOTAL PRICE FOR CLIN 0002: | |||||
| CLIN 0003 - Construct Training Village (AREA II) | |||||
| Item | Description | Qty | Unit | Unit Cost | |
| 1 | Earth Work | 1 | |||
| 1.1 | Surveying | 1 | LS | ||
| 1.2 | Clearing and Grubbing | 1390 | m2 | ||
| 2 | Building Type 1 | 1 | |||
| 2.1 | CMU block | 116 | m2 | ||
| 2.2 | Foundation (excavation) | 14 | m3 | ||
| 2.3 | Foundation (compaction, formwork, concrete) | 11 | m3 | ||
| 2.4 | Floor slab | 5 | m3 | ||
| 2.5 | Reinforcement rebar, 8 | 3400 | kg/m | ||
| 2.6 | Reinforcement rebar, 12 | 600 | kg/m | ||
| 2.7 | Reinforcement mesh | 0 | ea | ||
| 2.8 | Columns | 2 | m3 | ||
| 2.9 | Beams | 3 | m3 | ||
| 2.10 | Roof (Wood Trusses, Type 2 Wood and Corrugatged Metal, 16 Ga.) | 1 | LS | ||
| 2.11 | Doors | 5 | ea | ||
| 2.12 | Windows | 6 | ea | ||
| 2.13 | Lintels | 11 | m | ||
| 3 | Building Type 2 | 1 | |||
| 3.1 | CMU block | 180 | m2 | ||
| 3.2 | Foundation (excavation) | 8 | m3 | ||
| 3.3 | Foundation (compaction, formwork, concrete) | 7 | m3 | ||
| 3.4 | Floor slab | 3 | m3 | ||
| 3.5 | Reinforcement rebar, 8 | 3500 | kg/m | ||
| 3.6 | Reinforcement rebar, 12 | 600 | kg/m | ||
| 3.7 | Columns | 2 | m3 | ||
| 3.8 | Beams | 3 | m3 | ||
| 3.9 | Slab 2-Story | 2 | m3 | ||
| 3.10 | Doors | 5 | ea | ||
| 3.11 | Windows | 6 | ea | ||
| 3.12 | Lintels | 11 | m | ||
| 3.13 | Stairs | 2 | ea | ||
| 3.14 | Catwalks | 1 | ea | ||
| 4 | Building Type 4 | 1 | |||
| 4.1 | CMU block | 116 | m2 | ||
| 4.2 | Foundation (excavation) | 14 | m3 | ||
| 4.3 | Foundation (compaction, formwork, concrete) | 11 | m3 | ||
| 4.4 | Floor slab | 5 | m3 | ||
| 4.5 | Reinforcement rebar, 8 | 3450 | kg/m | ||
| 4.6 | Reinforcement rebar, 12 | 650 | kg/m | ||
| 4.7 | Reinforcement mesh | 0 | ea | ||
| 4.8 | Columns | 2 | m3 | ||
| 4.9 | Beams | 2 | m3 | ||
| 4.10 | Doors | 5 | ea | ||
| 4.11 | Windows | 6 | ea | ||
| 4.12 | Lintels | 11 | m | ||
| 5 | Building Type 5 | 1 | |||
| 5.1 | CMU block | 300 | m2 | ||
| 5.2 | Foundation (excavation) | 21 | m3 | ||
| 5.3 | Foundation (compaction, formwork, concrete) | 16 | m3 | ||
| 5.4 | Floor slab | 13 | m3 | ||
| 5.5 | Reinforcement rebar, 8 | 15000 | kg/m | ||
| 5.6 | Reinforcement rebar, 12 | 1400 | kg/m | ||
| 5.7 | Reinforcement mesh | 0 | ea | ||
| 5.8 | Columns | 6 | m3 | ||
| 5.9 | Beams | 6 | m3 | ||
| 5.10 | Slab 2-Story | 7 | m3 | ||
| 5.11 | Doors | 8 | ea | ||
| 5.12 | Windows | 6 | ea | ||
| 5.13 | Lintels | 22 | m | ||
| 5.14 | Stairs | 2 | ea | ||
| 5.15 | Catwalks | 2 | ea | ||
| 5 | Sidewalk | 1 | |||
| 5.1 | Sidewalk | 10 | m3 | ||
| 6 | Walls | 1 | |||
| 6.1 | 1.5 m walls with foundation | 105 | m2 | ||
| 6.2 | 2.0 m walls with foundation | 34 | m2 | ||
| 7 | Street Lights with Poles | 1 | |||
| 7.1 | Street lights with poles including installation | 4 | ea | ||
| 8 | Solar Panels for street lights | 1 | |||
| 8.1 | Solar panel for street lights with batteries, accessories, lightning protection, grounding, and cabinet with lock | 4 | ea | ||
| 9 | Building Signs | 1 | |||
| 9.1 | Building signs including signs and installation | 5 | ea | ||
| TOTAL: | |||||
| Labor | |||||
| Profit | |||||
| IVA (____%): | |||||
| TOTAL ESTIMATED PRICE FOR CLIN 0003 WITH IVA: | |||||
| CLIN 0004 - Optional Type 1 Building (AREA II) | |||||
| Item | Description | Qty | Unit | ||
| 1 | Building Type 1 | 1 | |||
| 1.1 | CMU block | 116 | m2 | ||
| 1.2 | Foundation (excavation) | 14 | m3 | ||
| 1.3 | Foundation (compaction, formwork, concrete) | 11 | m3 | ||
| 1.4 | Floor slab | 5 | m3 | ||
| 1.5 | Reinforcement rebar, 8 | 3400 | kg/m | ||
| 1.6 | Reinforcement rebar, 12 | 600 | kg/m | ||
| 1.7 | Reinforcement mesh | 0 | ea | ||
| 1.8 | Columns | 2 | m3 | ||
| 1.9 | Beams | 3 | m3 | ||
| 1.10 | Roof (Wood Trusses, Type 2 Wood and Corrugatged Metal, 16 Ga.) | 1 | LS | ||
| 1.11 | Doors | 5 | ea | ||
| 1.12 | Windows | 6 | ea | ||
| 1.13 | Lintels | 11 | m | ||
| TOTAL: | |||||
| Labor | |||||
| Profit | |||||
| IVA (__%): | |||||
| TOTAL PRICE FOR CLIN 0004: | |||||
| CLIN 0005 DBA Insurance - If you are pricing this line item, it is expected an insurance policy to be submitted to the Contracting Officer after award of this contract. COST _______________ | |||||
| SUMMARY | |||||
| CLIN 0001 | |||||
| CLIN 0003: | |||||
| TOTAL FOR CLINS 0001 and 0003: | |||||
| CLIN 0002 (Optional): | |||||
| CLIN 0004 (Optional): | |||||
| TOTAL OPTIONAL CLINS 0002 and 0004: | |||||
| TOTAL PRICE FOR CLINS 0001 THROUGH 0005: |
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