CLIN 0001 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 0002 Proposal Schedule.xls | XLS spreadsheet | |
| CLIN 0001 SOW.DOCX | DOCX document | |
| CLIN 0003 Proposal Schedule.xls | XLS spreadsheet |
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IGCE
| 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 | 345 | 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 | 702 | 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 | 11 | CY | ￦ | ￦ | - 0 | ||
| 1002 | AK | Install seeding including fertilizing | 480 | SY | ￦ | ￦ | - 0 | ||
| 1004 | AE | Excavate ground | 492 | CM | ￦ | ￦ | - 0 | ||
| 1004 | AN | Ready mixed concrete, Class A, F'c=3,000PSI (210kgf / sqcm) | 149 | CM | ￦ | ￦ | - 0 | ||
| 1004 | FF | Fabricate & Install miscellaneous metal work | 350 | KG | ￦ | ￦ | - 0 | ||
| 1004 | FJ | Fabricate, install & remove forms for concrete work | 2,460 | SF | ￦ | ￦ | - 0 | ||
| 1005 | AA | Mill asphalt surface layer on asphalt pavement | 11 | CY | ￦ | ￦ | - 0 | ||
| 1005 | AC | Saw cut for Asphalt Concrete/Portland Cement Concrete road pavement | 70 | LF | ￦ | ￦ | - 0 | ||
| 1006 | AA | Concrete curb & gutter | 70 | LF | ￦ | ￦ | - 0 | ||
| 1006 | AD | Concrete sidewalk, 6' wide | 110 | LF | ￦ | ￦ | - 0 | - 0 | |
| 1006 | AE | Asphalt pavement incl. tack or prime coat | 34 | TN | ￦ | ￦ | - 0 | ||
| 1006 | AF | Crushed aggregate for base course | 384 | CY | ￦ | ￦ | - 0 | ||
| 1006 | AG | Crushed aggregate for subbase course | 56 | CY | ￦ | ￦ | - 0 | ||
| 1006 | AH | Thermoplastic pavement marking | 97 | SF | ￦ | ￦ | - 0 | ||
| 1006 | AK | Compact 95% density w/rammer | 328 | CY | ￦ | ￦ | - 0 | ||
| 1006 | AL | Compact 95% density w/roller | 112 | CY | ￦ | ￦ | - 0 | ||
| 1006 | BD | Joint sealer in PCC pavement work, frame w/backer rod | 852 | LF | ￦ | ￦ | - 0 | ||
| 1006 | BF | Contraction joint in portland cement concrete work | 1,804 | LF | ￦ | ￦ | - 0 | ||
| Estimated Total Amount (1st Option Year): | ₩ - 0 | ||||||||
| $1 = 1,1128.2819 KW (FY20) | $ - 0 |
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