B.08.02.01 - Supplemental Quote Schedule.xlsx
XLSX spreadsheet 13 KB Posted
- Attached to
- ODF-T FY26 Sac River Access Roadwork
- Solicitation number
- W912DQ26QA009
About this file
This is a Supplemental Bid/Proposal Schedule for the FY25 Sac River Access Roadwork Project (Solicitation No. W912DQ26QA009) managed by the U.S. Army Corps of Engineers, Harry S Truman Dam & Reservoir. The schedule serves as a supplemental pricing document to the main CLIN Schedule and is used by the Government to evaluate proposal prices, though it is not contractually binding. Contractors must complete this schedule with unit prices and extended costs for all line items; in cases of discrepancy between the Supplemental Schedule and CLIN Schedule totals, the CLIN Schedule controls and will be the basis for Government evaluation.
The project includes one mandatory CLIN (0001) for pulverization of reclaimed asphalt and road base testing, pulverization of existing asphalt, and placement of hot mix asphalt pavement (2,930 square yards), along with four optional CLINs: CLIN 0002 for installation of aggregate shouldering (115 cubic yards); CLIN 0003 for aggregate rehabilitation including curb replacement and rock overlay grading (19,100-65,000 square feet across multiple locations); CLIN 0004 for osage bluff crack fill preparation and installation (3,000 linear feet); and CLIN 0005 for curb removal/reinstallation and surface sealant application (105 cubic yards and 60,000 square feet respectively). All dimensions are noted as approximate estimates requiring contractor verification, and any work not specifically listed should be priced using the most closely related supplemental item.
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Other files
| File | Type | Posted |
|---|---|---|
| B.01.01.01 Questions and Answers #2.docx | DOCX document | |
| B.01.01.01 Questions and Answers #1.docx | DOCX document | |
| B.08.02 - Solicitation W912DQ26QA009.pdf | ||
| A.03.09 - Drawings Package HST ROADWORK.pdf | ||
| B.08.02.01 Supplemental Bid Schedule.xlsx | XLSX spreadsheet |
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Text version
Sheet1
| Appendix B |
| FY25 Sac River Access Roadwork Project |
Supplemental Bid Schedule for Solicitation No. W912DQ26QA009
The Contractor shall complete the following Supplemental Bid/Proposal Schedule in addition to the CLIN Schedule. The Supplemental Bid/Proposal Schedule is not contractually binding. The Government will use this Supplemental Bid/Proposal Schedule to assist in the evaluation of the prices. The individual supplemental items should add up to the prices for the CLIN schedule. In the event that CLIN subtotal in the Supplemental Bid/Proposal Schedule does not match the CLIN total in the CLIN schedule, the CLIN schedule, the CLIN schedule shall control and will be the price evaluated by the Government. All dimensions are approximate estimates and shall be verified by the Contractor.
| CLIN/ Supp. Bid | Type of Work | Qty | Unit | Unit Price | Extended |
| CLIN 0001 - Pulverization for Reclaimed Asphalt for base | |||||
| Testing of road for reclaiming | 4 | EA | |||
| Pulverization of Exsting Asphalt | 2930 | SY | |||
| Placement of Hot Mix Asphalt Pavement | 2930 | SY | |||
| CLIN 0001 Total: |
| CLIN 0002 - Installation of Shouldering | |||
| (OPTION) | Installation of aggregate shoulding | 115 | CYD |
| CLIN 0002 Total: |
| CLIN 0003 - Aggergate Rehabilitation | |||
| (OPTION) | Remove and replace all parking curbs | 65 | EA |
| Grading and prep for rock overlay | 19100 | SF | |
| Location A | 5100 | SF | |
| Location B | 14000 | SF | |
| CLIN 0003 Total: |
| CLIN 0004 - Osage Bluff Crack Fill | |||
| (OPTION) | Preparation for Crack Fill | 3000 | LF |
| Installation of Crack Fill | 3000 | LF | |
| CLIN 0004 Total: |
| CLIN 0005- Osage Bluff Bituminous Surface Treatment | |||
| (OPTION) | Remove and Re-install all parking curbs | 105 | EA |
| Suface Sealnt | 60,000 | SF |
CLIN 0005 Total:
Total for all CLINS:
Note: Any work not specifically noted should be priced with the most closely related supllemental item.
File details come from the government source that posted it. Updated .