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Spec. No. 2190
Pricing Schedule (Phase 2B)
Hamilton City Flood Damage Reduction and Ecosystem Restoration Project Phase 2B Glenn County, California
Base Contract (Sta. 0+00 to Sta. 129+61 and Sta. 195+50 to Sta. 216+00)
| CLIN |
| Description |
| Estimated Quantity |
| Unit of Measure |
| Unit Price |
| Total Price |
| 0001 |
| Mobilization and Demobilization |
| 1 |
| JOB |
| $ |
| $ |
| 0002 |
| Clearing and Grubbing* |
| 21 |
| AC |
| $ |
| $ |
| 0003 |
| Temporary Storm Water Pollution Control |
| 1 |
| JOB |
| $ |
| $ |
| 0004 |
| J Levee Aggregate Surface Course Removal* |
| 2,320 |
| CY |
| $ |
| $ |
| 0005 |
| J Levee Stripping* |
| 10,900 |
| CY |
| $ |
| $ |
| 0006 |
| J Levee Degrade Unsuitable Material Disposal* |
| 25,000 |
| CY |
| $ |
| $ |
| 0007 |
| J Levee Degrade* |
| 99,600 |
| CY |
| $ |
| $ |
| 0008 |
| Demolition and Removal |
| 1 |
| JOB |
| $ |
| $ |
| 0009 |
| Phase 2A Waterside Maintenance Road Surface Course* |
| 2,320 |
| CY |
| $ |
| $ |
| 0010 |
| Phase 2A Drainage Ditch Excavation* |
| 2,500 |
| CY |
| $ |
| $ |
| 0011 |
| Topsoil Stripping* |
| 6,450 |
| CY |
| $ |
| $ |
| 0012 |
| Observation Trench Excavation* |
| 12,700 |
| CY |
| $ |
| $ |
| 0013 |
| Embankment Fill* |
| 43,500 |
| CY |
| $ |
| $ |
| 0014 |
| Random Fill* |
| 2,400 |
| CY |
| $ |
| $ |
| 0015 |
| Well Abandonment |
| 1 |
| EA |
| $ |
| $ |
| 0016 |
| Grass Seeding and Erosion Control* |
| 21 |
| AC |
| $ |
| $ |
| 0017 | |
| Aggregate Surface Course* |
| 3,602 | |
| TN | |
| 0018 |
| Deer Fence* |
| 2,950 |
| LF |
| $ |
| $ |
| 0019 |
| Post and Cable Fence* |
| 1,150 |
| LF |
| $ |
| $ |
| 0020 |
| Stone Protection* |
| 12,200 |
| TN |
| $ |
| $ |
| 0022 |
| Double Swing Gates* |
| 1 |
| EA |
| $ |
| $ |
| 0023 |
| Tree Removal |
| 1 |
| JOB |
| $ |
| $ |
NOTE: AC is acre, CY is cubic yard, EA is each, TN is ton, SY is square yard, and LF is linear foot.
*Indicates quantity is estimated and subject to Federal Acquisition Regulation clause 52.211-18 Variation in Estimated Quantity.
Option 1 (Sta. 129+61 to 195+50)
| CLIN |
| Description |
| Estimated Quantity |
| Unit of Measure |
| Unit Price |
| Total Price |
| 1001 |
| Clearing and Grubbing* |
| 23 |
| AC |
| $ |
| $ |
| 1002 |
| Temporary Storm Water Pollution Control |
| 1 |
| JOB |
| $ |
| $ |
| 1003 |
| Demolition and Removal |
| 1 |
| JOB |
| $ |
| $ |
| 1004 |
| J Levee Degrade* |
| 28,500 |
| CY |
| $ |
| $ |
| 1005 |
| Topsoil Stripping* |
| 10,100 |
| CY |
| $ |
| $ |
| 1006 |
| Observation Trench Excavation* |
| 26,400 |
| CY |
| $ |
| $ |
| 1007 |
| Drainage Ditch Excavation* |
| 2,600 |
| CY |
| $ |
| $ |
| 1008 |
| Pipe Trench Excavation* |
| 5,900 |
| CY |
| $ |
| $ |
| 1009 |
| Embankment Fill* |
| 112,400 |
| CY |
| $ |
| $ |
| 1010 |
| Random Fill* |
| 4,400 |
| CY |
| $ |
| $ |
| 1011 |
| 30” Steel Pipe* |
| 2,550 |
| LF |
| $ |
| $ |
| 1012 |
| 30” Flap Gate |
| 1 |
| EA |
| $ |
| $ |
| 1013 |
| Concrete Riser, Inlet, and Outlet Structures |
| 1 |
| JOB |
| $ |
| $ |
| 1014 |
| 48” RCP Culvert |
| 160 |
| LF |
| $ |
| $ |
| 1015 |
| 48” Sluice Gate |
| 1 |
| EA |
| $ |
| $ |
| 1016 |
| 48” Flap Gate |
| 1 |
| EA |
| $ |
| $ |
| 1017 |
| Aggregate Surface Course* |
| 6,500 |
| TN |
| $ |
| $ |
| 1018 |
| Grass Seeding and Erosion Control* |
| 23 |
| AC |
| $ |
| $ |
| 1019 |
| Deer Fence* |
| 6,950 |
| LF |
| $ |
| $ |
| 1020 |
| Double Swing Gates* |
| 4 |
| EA |
| $ |
| $ |
| 1021 |
| Stone Protection* |
| 150 |
| TN |
| $ |
| $ |
| 1022 |
| Irrigation Systems Removal |
| 1 |
| JOB |
| $ |
| $ |
| 1023 |
| Tree Removal |
| 1 |
| JOB |
| $ |
| $ |
| 1024 |
| Existing Pump Structure Relocation |
| 1 |
| JOB |
| $ |
| $ |
NOTE: AC is acre, CY is cubic yard, EA is each, TN is ton, SY is square yard, and LF is linear foot.
*Indicates quantity is estimated and subject to Federal Acquisition Regulation clause 52.211-18 Variation in Estimated Quantity.
