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PART I—THE SCHEDULE
SECTION B-- SCHEDULE OF ITEMS
TRABUCO AQUATIC ORGANISM PASSAGE INSTALLATION
| ITEM NO. |
| DESCRIPTION |
| UNIT |
| QTY |
| UNIT COST |
| TOTAL |
| 15101 |
| Mobilization |
| LS |
| 1 |
| $ |
| $ |
| 15205 |
| Bridge and Road Surveying and Staking |
| LS |
| 1 |
| $ |
| $ |
| 15601 |
| Public Traffic, Temporary Bypass |
| LS |
| 1 |
| $ |
| $ |
| 15713 |
| Soil Erosion and Pollution Control |
| LS |
| 1 |
| $ |
| $ |
| 20101 |
| Clearing and Grubbing, Disposal Method A |
| LS |
| 1 |
| $ |
| $ |
| 20301 |
| Removal of Structures and Obstructions, Disposal method A |
| LS |
| 1 |
| $ |
| $ |
| 20405 |
| Roadway Embankment Excavation, Tolerance Class C |
| CY |
| 70 |
| $ |
| $ |
| 20415 |
| Embankment Construction, Compaction Method 1 |
| CY |
| 1,290 |
| $ |
| $ |
| 20701 |
| Earthwork Geosynthetics, Type I-A |
| SY |
| 270 |
| $ |
| $ |
| 20801 |
| Structure Excavation |
| CY |
| 1,300 |
| $ |
| $ |
| 20859 |
| Structural Backfill |
| CY |
| 1,160 |
| $ |
| $ |
| 21102 |
| Roadway Obliteration |
| LS |
| 1 |
| $ |
| $ |
| 25101 |
| Placed Riprap, Class 6, Method A |
| CY |
| 260 |
| $ |
| $ |
| 30104 |
| Aggregate base, grading D, Compaction Method D |
| Ton |
| 590 |
| $ |
| $ |
| 40304 |
| Asphalt Concrete, Type Cal Trans 1/2" Max. Medium, PG-64-10 |
| Ton |
| 137 |
| $ |
| $ |
| 41201 |
| Asphalt Tack Coat, Grade SS1h |
| Gal |
| 80 |
| $ |
| $ |
| 55201 |
| Structural Concrete, Class A (AE) |
| CY |
| 360 |
| $ |
| $ |
| 55301 |
| Precast, Prestressed Concrete 2'-9"x 4'-0"x 76.96' Box Beam (w/skew); Design, Fabricate, Transport, & Install |
| Ea |
| 5 |
| $ |
| $ |
| 55401 |
| Reinforcing Steel |
| Lb |
| 32,000 |
| $ |
| $ |
| 55601 |
| Bridge Railing, Steel, Two Rail |
| LF |
| 160 |
| $ |
| $ |
| 56401 |
| Bearing Device, Elastomeric); Design, Fabricate, Transport, and Install |
| Ea |
| 20 |
| $ |
| $ |
| 60504 |
| Geocomposite Sheet Drain System |
| SY |
| 310 |
| $ |
| $ |
| 61701 |
| Guardrail System G4, Type II, Class B Wood Posts |
| LF |
| 150 |
| $ |
| $ |
| 61702 |
| Terminal Section Type G4-CRT with Concrete Anchor |
| Ea |
| 4 |
| $ |
| $ |
| 61710 |
| Structure Connection |
| Ea |
| 4 |
| $ |
| $ |
| 61906 |
| Remove and Reset Barriers |
| LF |
| 30 |
| $ |
| $ |
| 61907A |
| Remove and Reset Swing Gate and Base |
| Ea |
| 1 |
| $ |
| $ |
| 61907B |
| Remove and Reset Bollards |
| Ea |
| 5 |
| $ |
| $ |
| 62502 |
| Turf Establishment |
| Acre |
| 2 |
| $ |
| $ |
| 63301 |
| Sign System, 4 -Type 3 Object Markers and 2 – Narrow Bridge signs |
| Ea |
| 6 |
| $ |
| $ |
| 63309 |
| Remove and Reset Signs |
| Ea |
| 5 |
| $ |
| $ |
| 64801 |
| Streambed Simulation – Regrade Channel |
| 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: |
Department of Agriculture Forest Service