Schedule of Items__updated 4-16-10.xlsx
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- Solicitation number
- AG-4419-S-10-0411
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Schedule
| U.S.F.S. WAYNE NATIONAL FOREST |
| AOP crossings forest wide - high priority watersheds - Paddle Creek |
| ELIZABETH TOWNSHIP, LAWRENCE COUNTY, OHIO |
| CIM-0914-18EW-230-0914-04 |
| Method of | ||||||
| Item | Description | Measurement | Unit Price | Quantity | Unit | Items Total |
| 1 | Mobilization | LSQ | 1 | LS |
| 2 | Sediment Control Dike - "D" Rock | AQ | 75 | Tons |
| 3 | Sediment Control Dike - Geotextile | CQ | 50 | Sq. Yd. |
| 4 | Removal of existing 4 ft. dia. PE culvert | LSQ | 1 | LS |
| 5 | Precast Concrete Box Culvert (ASTM C1433) 14 ft. (W) x 6 ft. (D) | AQ | 28 | LF |
| 6 | "D" Rock Plunging Pool | AQ | 100 | Tons |
| 7 | Native Channel Bed Material Fill Plunging Pool Area/ Bed in Culvert | CQ | 100 | Cu. Yd. |
| 8 | Excavation of upstream channel | CQ | 850 | Cu. Yd. |
| 9 | "D" Rock downstream steps | AQ | 78 | Tons |
| 10 | "C" Rock downstream steps | AQ | 117 | Tons |
| 11 | Native Channel Bed Material Downstream Fill | CQ | 550 | Cu. Yd. |
| 12 | Bank-Cut Area Grading/Placement | LSQ | 1 | LS |
| 13 | Pavement | AQ | 12 | Cu. Yd. |
| 14 | Seeding and Mulching | AQ | 2 | Acres |
| 15 | Reinforced Root Wad Barb | AQ | 2 | Each |
| 16 | "B" Rock Riprap | AQ | 45 | Tons |
| 17 | ODOT 89 Bedding Material | AQ | 15 | Tons |
| 18 | Geotextile | AQ | 500 | Sq. Yd. |
| ESTIMATE TOTAL |
| One of the following methods of measurement for determining final payment is DESIGNATED IN THE SCHEDULE OF ITEMS for each PAY ITEM: |
| a.) Contract Quantities (CQ). These quantities denote the final number of units to be paid for under the terms of the contract. They are based upon the original design data available prior to advertising the project. Original design data include the preliminary survey information, design assumptions, calculations, drawings, and the presentation in the contract. Changes in the number of units DESIGNATED IN THE SCHEDULE OF ITEMS may be authorized under any of the following conditions: |
| (1) Changes in the work authorized by the CO. |
| (2) A determination by the CO that errors exist in the original design that cause a PAY ITEM quantity to change by 15 percent or more. |
| (3) A written request submitted to the CO showing evidence of errors in the original design that cause the quantity of a PAY ITEM to change by 15 percent or more. The evidence must be verifiable and consist of calculations, drawings, or other data that show how the designed quantity is in error. |
b.) Staked Quantities (SQ). These quantities are determined from staked measurements prior to construction.
c.) Actual Quantities (AQ). These quantities are determined from measurements of completed work.
d.) Vehicle Quantities (VQ). These quantities are measured or weighed in hauling vehicles.
e.) Lump Sum Quantities (LSQ). These quantities denote one complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor to complete the unit of work.
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