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PART I—THE SCHEDULE
SECTION B-- SCHEDULE OF ITEMS
B.1 SCHEDULE OF ITEMS - (BASE CONSTRUCTION)
PROJECT: Road 6N06 Slide Repair Site 1
| Item |
| Construction Items |
| Qty |
| UNIT |
| Unit Price |
| Total Price |
| 15100 |
| Mobilization |
| 1 |
| LSQ |
| $ |
| $ |
| 15210 |
| Construction Staking |
| 1 |
| LSQ |
| $ |
| $ |
| 15401 |
| Contractor Sampling and Testing |
| 1 |
| LSQ |
| $ |
| $ |
| 15601 |
| Traffic Control |
| 1 |
| LSQ |
| $ |
| $ |
| 15713 |
| Erosion Control |
| 1 |
| LSQ |
| $ |
| $ |
| 20305 |
| Removal of Asphalt, 3" depth |
| 1 |
| LSQ |
| $ |
| $ |
| 20407 |
| Roadway Excavation |
| 977 |
| CY |
| $ |
| $ |
| 25101 |
| Placed Riprap |
| 44 |
| CY |
| $ |
| $ |
| 25501A |
| Mechanically Stabilized Earth Wall, Type MSE |
| 1680 |
| SF Face |
| $ |
| $ |
| 25502A |
| Select Granular Backfill |
| 547 |
| CY |
| $ |
| $ |
| 25516A |
| Geotextile, Class 1 |
| 747 |
| SY |
| $ |
| $ |
| 25904A |
| Geomembrane, 20 mil, HDPE Liner |
| 334 |
| SY |
| $ |
| $ |
| 30102 |
| Base Rock, Grade E, Compaction C |
| 82 |
| TON |
| $ |
| $ |
| 40304 |
| Asphalt Concrete, Type I, 1/2" PG 64-28 |
| 46 |
| TON |
| $ |
| $ |
| 60201A |
| Culverts and Drains, Type CMP, 24" Diam |
| 260 |
| LF |
| $ |
| $ |
| 60501A U |
| Underdrains, Sheet drains and Pavement End Erains, Type Underdrain |
| 1 |
| LSQ |
| $ |
| $ |
| 60501A Upper |
| Underdrains, Sheet drains and Pavement End Erains, Type Underdrain |
| 1 |
| LSQ |
| $ |
| $ |
| 60501A L |
| Geocomposite Sheet Drain |
| 240 |
| SY |
| $ |
| $ |
| 63307 |
| Object Markers, Type 2 |
| 4 |
| EA |
| $ |
| $ |
| 635 |
| Temporary Traffic Control |
| 1 |
| LSQ |
| $ |
| $ |
| BASE COMBINED TOTAL: |
| $______________ |
OPTION 1: Road 6N06 Slide Repair Site 2
| Item |
| Construction Items |
| Qty |
| UNIT |
| Unit Price |
| Total Price |
| 15101 |
| Mobilization |
| 1 |
| LSQ |
| $ |
| $ |
| 15210 |
| Construction Staking |
| 1 |
| LSQ |
| $ |
| $ |
| 15401 |
| Contractor Sampling and Testing |
| 1 |
| LSQ |
| $ |
| $ |
| 15601 |
| Traffic Control |
| 1 |
| LSQ |
| $ |
| $ |
| 15713 |
| Erosion Control |
| 1 |
| LSQ |
| $ |
| $ |
| 20305 |
| Removal of Asphalt, 3" Depth |
| 1 |
| LSQ |
| $ |
| $ |
| 25101 |
| Placed Riprap |
| 44 |
| CY |
| $ |
| $ |
| 25116B |
| Geotextile, Type IV-D |
| 67 |
| SY |
| $ |
| $ |
| 25501B |
| Mechanically Stabilized Earth Wall, Type MSE, |
| 400 |
| SF Face |
| $ |
| $ |
| 25502B |
| Select Granular Backfill |
| 651 |
| CY |
| $ |
| $ |
| 25516B |
| Geotextile, Class 1 |
| 156 |
| SY |
| $ |
| $ |
| 25904B |
| Geomembrane, 20 mil, HDPE Liner |
| 107 |
| SY |
| $ |
| $ |
| 60201B |
| Culverts and Drains, Type CMP, 36" Diam |
| 70 |
| LF |
| $ |
| $ |
| 60501B L |
| Geocomposite Sheet Drain |
| 80 |
| SY |
| $ |
| $ |
| 63307 |
| Object Markers, Type 2 |
| 4 |
| EA |
| $ |
| $ |
| 635 |
| Temporary Traffic Control |
| 1 |
| LSQ |
| $ |
| $ |
| OPTION 1 COMBINED TOTAL: |
| $______________ |
| BASE & OPTION 1 COMBINED TOTAL: |
| $______________ |
B.2 SCHEDULE NOTES
* QUANITIES ARE ESTIMATED, CONTRACTOR SHALL FIELD VERIFY TO SATISFY ALL REQUIREMENTS OF THE DRAWINGS, STATEMENT OF WORK, AND SPECIFICATIONS.
* One award will be made from this solicitation and contractors must submit pricing for all items.
NOTE: Payment for bond premiums in accordance with Clause 52.232-5, Payments under Fixed-Price Construction Contracts, shall not be in addition to the contract price.
| Company Name: |
| POC & Title: |
Department of Agriculture Forest Service