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PART I—THE SCHEDULE
SECTION B-- SCHEDULE OF ITEMS
| B.1 | SCHEDULE OF ITEMS - (BASE CONSTRUCTION) |
| Item |
| Construction Items |
| UOI |
| Qty. |
| Unit Price |
| Total Price |
| 0001 |
| MOBILIZATION |
| LS |
| 1 |
| $ |
| $ |
| 0002 |
| Remove and Reinstall EXISTING FIRE RINGS at Sawmill CG |
| EA |
| 1 |
| $ |
| $ |
| 0003 |
| Remove EXISTING FIRE RINGS at Bear CG |
| EA |
| 8 |
| $ |
| $ |
| 0004 |
| Install NEW FIRE RINGS at Bear CG |
| EA |
| 6 |
| $ |
| $ |
| 0005 |
| Install NEW FOOD LOCKERS at Sawmill CG |
| EA |
| 6 |
| $ |
| $ |
| 0006 |
| Install NEW FOOD LOCKERS at Bear CG |
| EA |
| 6 |
| $ |
| $ |
| 0007 |
| Remove and Reset EXISTING TABLES with NEW CONCRETE ANCHORS at Sawmill CG |
| EA |
| 2 |
| $ |
| $ |
| 0008 |
| Remove EXISTING TABLE at Bear CG |
| EA |
| 1 |
| $ |
| $ |
| 0009 |
| Paint EXISTING TABLES at Sawmill CG |
| EA |
| 9 |
| $ |
| $ |
| 0010 |
| Paint EXISTING TABLES at Bear CG |
| EA |
| 6 |
| $ |
| $ |
| 0011 |
| Install NEW TRASH CAN at Sawmill CG |
| EA |
| 1 |
| $ |
| $ |
| 0012 |
| Incidental GRADING OF SITE AMENITIES for accessibility requirements at Sawmill CG |
| EA |
| 6 |
| $ |
| $ |
| 0013 |
| Incidental GRADING OF SITE AMENITIES for accessibility requirements at Bear CG |
| EA |
| 6 |
| $ |
| $ |
| 0014 |
| Install new SITE ID SIGN (SAWMILL CAMPGROUND) with NEW WOOD POSTS at Sawmill CG |
| EA |
| 1 |
| $ |
| $ |
| 0015 |
| Install new FOREST ROAD ID SIGN (BEAR CAMPGROUND) with POST at Bear CG |
| EA |
| 1 |
| $ |
| $ |
| 0016 |
| Remove and Replace EXISTING INFORMATION BOARD at Sawmill CG |
| EA |
| 1 |
| $ |
| $ |
| 0017 |
| Remove and Replace EXISTING INFORMATION BOARD at Bear CG |
| EA |
| 1 |
| $ |
| $ |
| 0018 |
| Install SPILLWAY ASSEMBLIES - Overside Drains (OSDs) & 10-ft Flumes at Sawmill CG |
| EA |
| 7 |
| $ |
| $ |
| 0019 |
| Install SPILLWAY ASSEMBLIES - Overside Drains (OSDs) & 10-ft Flumes at Bear CG |
| EA |
| 2 |
| $ |
| $ |
| 0020 |
| Place AGGREGATE ROCK BASE for ROAD SURFACING in Campground (No Entrance Road) - Caltrans Class 2 AB 3/4" rocks to a Depth of 6 inches at Sawmill CG* |
| CY |
| 586 |
| $ |
| $ |
| 0021 |
| Place AGGREGATE ROCK BASE for ROAD SURFACING in Campground (No Entrance Road) - Caltrans Class 2 AB 3/4" rocks to a Depth of 6 inches at Bear CG* |
| CY |
| 162 |
| $ |
| $ |
| 0022 |
| Place RIPRAP (Class 4) for DRAINS and V-DITCHES to a Depth of 12 inches at Sawmill CG* |
| CY |
| 194 |
| $ |
| $ |
| 0023 |
| Roadbed RECONDITIONING (to 6" Depth), Compaction Method FSSS 204.11(a) for Roadways and Ditches at Sawmill CG* |
| CY |
| 939 |
| $ |
| $ |
| 0024 |
| Roadbed RECONDITIONING (to 6" Depth), Compaction Method FSSS 204.11(a) for Roadways and Ditches at Bear CG* |
| CY |
| 182 |
| $ |
| $ |
| 0025 |
| Install 18" CORRUGATED METAL PIPES (CMPs) Assume 20-ft Sections of HDPE at Sawmill CG |
| EA |
| 18 |
| $ |
| $ |
| 0026 |
| Install 18" CORRUGATED METAL PIPES (CMPs) Assume 20-ft Sections of HDPE at Bear CG |
| EA |
| 2 |
| $ |
| $ |
| 0027 |
| Drainage Excavation, INTERSECTING DIP CONSTRUCTION for Spillway Assemblies at Sawmill CG |
| EA |
| 7 |
| $ |
| $ |
| 0028 |
| Drainage Excavation, INTERSECTING DIP CONSTRUCTION for Spillway Assemblies at Bear CG |
| EA |
| 2 |
| $ |
| $ |
| 0029 |
| Relocate FELLED TREES for BARRIERS at Sawmill CG |
| LS |
| 1 |
| $ |
| $ |
| 0030 |
| Relocate FELLED TREES (from Atmore Meadows Road) for BARRIERS at Bear CG |
| LS |
| 1 |
| $ |
| $ |
| 0031 |
| Install NEW GATE at Bear CG |
| JOB |
| 1 |
| $ |
| $ |
| 0032 |
| Install NEW GATE at Sawmill CG |
| JOB |
| 1 |
| $ |
| $ |
| BASE ITEMS TOTAL: |
| $_______ |
| B.1 | SCHEDULE OF ITEMS – OPTION 1 BARRIERS FOR SAWMILL |
| Item |
| Construction Items |
| UOI |
| Qty. |
| Unit Price |
| Total Price |
| 0033 |
| Mobilization |
| LS |
| 1 |
| $ |
| $ |
| 0034 |
| Install PIPE TUBING BARRIERS for Spurs at Sawmill CG |
| LF |
| 637 |
| $ |
| $ |
| 0035 |
| Remove EXISTING GUARDRAIL at Sawmill CG |
| JOB |
| 1 |
| $ |
| $ |
| OPTION 1 TOTAL: |
| $___________ |
| B.1 | SCHEDULE OF ITEMS – OPTION 2 ENTRANCE ROADS AGGREGATE ROCK BASE, DEPTH 6 INCHES |
| Item |
| Construction Items |
| UOI |
| Qty. |
| Unit Price |
| Total Price |
| 0036 |
| Mobilization |
| LS |
| 1 |
| $ |
| $ |
| 0037 |
| Place AGGREGATE ROCK BASE for ROAD SURFACING in Bear CG (Entrance Road) - Caltrans Class 2 AB 3/4" rocks to a Depth of 6 inches |
| CY |
| 65 |
| $ |
| $ |
| 0038 |
| Place AGGREGATE ROCK BASE for ROAD SURFACING in Sawmill CG (Entrance Road) - Caltrans Class 2 AB 3/4" rocks to a Depth of 6 inches |
| CY |
| 260 |
| $ |
| $ |
| OPTION 2 TOTAL: |
| $___________ |
| B.1 | SCHEDULE OF ITEMS – OPTION 3 ADD AGGREGATE ROCK BASE THICKNESS TO BASE ITEMS |
| Item |
| Construction Items |
| UOI |
| Qty. |
| Unit Price |
| Total Price |
| 0039 |
| Mobilization |
| LS |
| 1 |
| $ |
| $ |
| 0040 |
| Place AGGREGATE ROCK BASE for ROAD SURFACING in Sawmill CG - Caltrans Class 2 AB 3/4" rocks to a Depth of 10 inches (Add 4 inches to Base Thickness) |
| CY |
| 564 |
| $ |
| $ |
| 0041 |
| Place AGGREGATE ROCK BASE for ROAD SURFACING in Bear CG - Caltrans Class 2 AB 3/4" rocks to a Depth of 10 inches (Add 4 inches to Base Thickness) |
| CY |
| 148 |
| $ |
| $ |
| OPTION 3 TOTAL: |
| $___________ |
| B.1 | SCHEDULE OF ITEMS – OPTION 4 ADD HOT MIX ASPHALT TO AGGREGATE BASE SURFACES |
| Item |
| Construction Items |
| UOI |
| Qty. |
| Unit Price |
| Total Price |
| 0042 |
| Mobilization |
| LS |
| 1 |
| $ |
| $ |
| 0043 |
| Place Hot Mix Asphalt (HMA) on all Sawmill CG Roadways to a Depth of 2 |
| TON |
| 552 |
| $ |
| $ |
| 0044 |
| Place Hot Mix Asphalt (HMA) on all Bear CG Roadways to a Depth of 2 |
| TON |
| 146 |
| $ |
| $ |
| OPTION 4 TOTAL: |
| $___________ |
| BASE PLUS 4 OPTIONS TOTAL: |
| $__________ |
B.2 SCHEDULE NOTES
* QUANITIES ARE ESTIMATED, CONTRACTOR SHALL FIELD VERIFY TO SATISFY ALL REQUIREMENTS OF THE DRAWINGS, STATEMENT OF WORK, AND SPECIFICATIONS.
* Items labeled as optional are not required to be exercised by the government. If exercised, the contractor will be required to perform the optional work in accordance with the terms and conditions of this contract.
* One award will be made from this solicitation, 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: |