CLIN 0003 Proposal Schedule.xls
XLS spreadsheet 41 KB Posted
- Solicitation number
- W90VN6-20-R-0048
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Other files
| File | Type | Posted |
|---|---|---|
| CLIN 0002 Drawing.pdf | ||
| CLIN 0003 Drawing.pdf | ||
| CLIN 0003 SOW.DOCX | DOCX document | |
| CLIN 0002 SOW.DOCX | DOCX document | |
| CLIN 0001 Project Drawings.pdf | ||
| W90VN6-20-R-0048.pdf | ||
| CLIN 0001 Proposal Schedule.xls | XLS spreadsheet | |
| CLIN 0002 Proposal Schedule.xls | XLS spreadsheet | |
| CLIN 0001 SOW.DOCX | DOCX document |
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| CLIN SCHEDULE | ||||||||
| Project Title: MA IDIQ for General Repair of Buildings & Exterior Site, Osan Air Base | ||||||||
| Description: The contractor shall provide all labor, tools, materials, equipments, transportation, supplies, and other necessary | ||||||||
| resources to perform general repair of buildings & exterior site for Osan Air Base in accordance with | ||||||||
| the statement of work, specifications, drawings, and terms and conditions contained herein. | ||||||||
| Contract Period : 1st Option Year | ||||||||
| ITEM NO. | DESCRIPTION | QTY | U/T | UNIT PRICE | UNIT PRICE | AMOUNT | AMOUNT | |
| 1001 | AE | Plastic safety barricades | 200 | LF | ￦ | ￦ | - 0 | |
| 1002 | AH | Dispose of and haul all construction debris to off-base designated area permitted by ROKFC Government in accordance with appropriate lawa and regulations | 475 | CY | ￦ | ￦ | - 0 | |
| 1002 | AI | Dispose of and haul all industrry waste materials to off-base designated area permitted by ROKFC Government in accordance with appropriate lawa and regulations | 21 | CY | ￦ | ￦ | - 0 | |
| 1002 | AK | Install seeding including fertilizing | 500 | SY | ￦ | ￦ | - 0 | |
| 1004 | AE | Excavate ground | 950 | CM | ￦ | ￦ | - 0 | |
| 1004 | AN | Ready mixed concrete, Class A, F'c=3,000PSI (210kgf / sqcm) | 634 | CM | ￦ | ￦ | - 0 | |
| 1004 | FF | Fabricate & Install miscellaneous metal work | 250 | KG | ￦ | ￦ | - 0 | |
| 1004 | FJ | Fabricate, install & remove forms for concrete work | 940 | SF | ￦ | ￦ | - 0 | |
| 1005 | AA | Mill asphalt surface layer on asphalt pavement | 23 | CY | ￦ | ￦ | - 0 | |
| 1005 | AC | Saw cut for Asphalt Concrete/Portland Cement Concrete road pavement | 65 | LF | ￦ | ￦ | - 0 | |
| 1006 | AE | Asphalt pavement incl. tack or prime coat | 63 | TN | ￦ | ￦ | - 0 | |
| 1006 | AF | Crushed aggregate for base course | 824 | CY | ￦ | ￦ | - 0 | |
| 1006 | AH | Thermoplastic pavement marking | 97 | SF | ￦ | ￦ | - 0 | |
| 1006 | AL | Compact 95% density w/roller | 824 | CY | ￦ | ￦ | - 0 | |
| 1006 | AW | Reinforeced concrete pipe, 18" diameter, KS F 4401 or KS F 4403 | 66 | LF | ￦ | ￦ | - 0 | |
| 1006 | BB | Steel grating covered ditch, 24" wide, KS D 8308, Grade 2 | 180 | LF | ￦ | ￦ | - 0 | |
| 1006 | BC | Surface inlet w/steel grating cover set, 1.0mX1.0mX1.0mH | 1 | EA | ￦ | ￦ | - 0 | |
| 1006 | BD | Joint sealer in PCC pavement work, frame w/backer rod | 1,185 | LF | ￦ | ￦ | - 0 | |
| 1006 | BE | Construction joint incl. dowel bar in portland cement concrete work | 985 | LF | ￦ | ￦ | - 0 | |
| 1006 | BF | Contraction joint in portland cement concrete work | 1,155 | LF | ￦ | ￦ | - 0 | |
| Estimated Total Amount (1st Option Year): | ₩ - 0 | |||||||
| $1 = 1,1128.2819 KW (FY20) | $ - 0 |
&L&8* US Origin Material included ** Government Furnished Material&C&8Page &P of &N
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