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PART I—THE SCHEDULE
SECTION B-- SCHEDULE OF ITEMS
GROVELAND STORM DAMAGE REPAIR
| Item No. |
| Description |
| Pay Unit |
| Est. QTY. |
| Unit Price |
| Total Price |
| 15206 |
| Construction Survey and Staking |
| LS |
| 1 |
| 15401 |
| Contractor Sampling and Testing |
| LS |
| 1 |
| 15713 |
| Soil Erosion and Sediment Control |
| LS |
| 1 |
| 20305 |
| Removal of Asphalt |
| LS |
| 1 |
| 20412.1 |
| Roadway Excavation: Site 1 - Crocker Ridge MP 2.16 |
| CY |
| 3333 |
| 20412.2 |
| Roadway Excavation: Site 2 - Crocker Ridge MP 6.82 |
| CY |
| 626 |
| 20412.3 |
| Roadway Excavation: Site 3 - Sawmill Mountain MP 10.9 |
| CY |
| 356 |
| 26101.1 |
| Contractor Designed Reinforced Soil Slope: Site 1 - Crocker Ridge MP 2.16 |
| SF Face |
| 1200 |
| 26101.2 |
| Contractor Designed Reinforced Soil Slope: Site 2 - Crocker Ridge MP 6.82 |
| SF Face |
| 1440 |
| 26101.3 |
| Contractor Designed Reinforced Soil Slope: Site 3 - Sawmill Mountain MP 10.9 |
| SF Face |
| 1200 |
| 26102.1 |
| Reinforcement Geogrid: Site 1 - Crocker Ridge MP 2.16 |
| SY |
| 1667 |
| 26102.2 |
| Reinforcement Geogrid: Site 2 - Crocker Ridge MP 6.82 |
| SY |
| 2040 |
| 26102.3 |
| Reinforcement Geogrid: Site 3 - Sawmill Mountain MP 10.9 |
| SY |
| 889 |
| 30101.1 |
| Aggregate Surface Course, Gradation E, Compaction C: Site 1 - Crocker Ridge MP 2.16 |
| Ton |
| 446 |
| 30101.2 |
| Aggregate Surface Course, Gradation E, Compaction C: Site 2 - Crocker Ridge MP 6.82 |
| Ton |
| 49 |
| 30101.3 |
| Aggregate Surface Course, Gradation E, Compaction C: Site 3 - Sawmill Mountain MP 10.9 |
| Ton |
| 72 |
| 40301.1 |
| Asphalt Concrete, Type 1, 1/2", PG 64-28: Site 1 - Crocker Ridge MP 2.16 |
| Ton |
| 120 |
| 40301.2 |
| Asphalt Concrete, Type 1, 1/2", PG 64-28: Site 2 - Crocker Ridge MP 6.82 |
| Ton |
| 20 |
| 40301.3 |
| Asphalt Concrete, Type 1, 1/2", PG 64-28: Site 3 - Sawmill Mountain MP 10.9 |
| Ton |
| 39 |
| 60502.1 |
| Geocomposite Underdrain: Site 1 - Crocker Ridge MP 2.16 |
| LF |
| 624 |
| 60502.2 |
| Geocomposite Underdrain: Site 2 - Crocker Ridge MP 6.82 |
| LF |
| 178 |
| 60502.3 |
| Geocomposite Underdrain: Site 3 - Sawmill Mountain MP 10.9 |
| LF |
| 216 |
| 62501 |
| Seeding, Dry Seeding Method A |
| LS |
| 1 |
| 62901 |
| Erosion Control Mat, Type B |
| LS |
| 1 |
| 63401 |
| Permanent Pavement Markings |
| LS |
| 1 |
| 63501 |
| Temporary Traffic Control |
| LS |
| 1 |
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, contractors must submit pricing for all items.
* Bid Bond/Guarantee. REQUIRED for proposals exceeding $150,000 IAW FAR 52.228-1 Bid Guarantee.
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.
The contractor shall complete the table below and include the information with their proposal.
| Company Name: |
| POC & Title: |
127EAW26R0002 - Groveland Storm Damage Repair Stanislaus National Forest