Schedule of Items 2-26-2010.xlsx
XLSX spreadsheet 17 KB Posted
- Solicitation number
- AG-4419-S-10-0538
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Schedule
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Other files
| File | Type | Posted |
|---|---|---|
| Attachment 10001.pdf | ||
| Attendees_Notes.docx | DOCX document | |
| SF 1442 Cont_0538.doc | DOC document | |
| CIM-0914-05A-02 Specifications.pdf | ||
| SF 1442 Cont_0538.pdf | ||
| CIM-0914-05A-02 Drawings .pdf | ||
| Experience_Capability Statement.docx | DOCX document | |
| DBA_WD.pdf | ||
| SF 1442.pdf |
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Schedule
| U.S.F.S. WAYNE NATIONAL FOREST |
| CIM 0914-05A-02 Upstream Rock Run Coal Mine Remediation Project |
| COAL TOWNSHIP, PERRY COUNTY, OHIO |
| Schedule Of Items |
| Method of | |||||||
| Item | Reference (FP-03) | Description | Measurement | Unit | Quantity | Unit Price | Item Total |
| Base Items | |||||
| 1 | 151 | Mobilization | LSQ | Each | 1.0 |
| 2 | 152 | Construction Survey and Staking | LSQ | Each | 1.0 |
| 3 | 201 | Clearing & Grubbing of Stumps - Method "A" | CQ | Acres | 5.8 |
| 3 | 201 | Clearing & Grubbing of Stumps - Method "B" | CQ | Acres | 16.2 |
| 7 | 223 | Riprap - Place Ohio Department of Transportation Size "C" limestone as channel liner and 16' pipe discharge as shown on drawings. | AQ | Tons | 1000.0 |
| 8 | 204 | Topsoil conservation | CQ | Cu. Yd. | 3000.0 |
| 9 | 301(A) | Untreated Aggregate Courses - Ohio Department of Transportation type 89 aggregate as rock bedding for channel liner and 16' pipe discharge as shown on drawings. | AQ | Tons | 350.0 |
| 12 | 157A | Soil Erosion Control - Erosion Control Blankets | CQ | Sq. Yd. | 4640.0 |
| 13 | 157 | Soil Erosion Control - Silt Fence | AQ | LF | 1000.0 |
| 14 | 157A | Obtain OEPA - Storm Water Discharge Permit for Small and Large Construction Sites | LSQ | Each | 1.0 |
| 16 | 619 | Install and Modify Government provided gates. | AQ | Each | 1.0 |
| 10A | 625A | Turf Establishment - Standard Seed Mix | CQ | Acres | 16.0 |
| 10B | 625B | Turf Establishment - Native Seed Mix | CQ | Acres | 2.8 |
| 4A | 204 | Excavation and Embankment - Engineered Fill, layer placement to minimum 95% maximum density | CQ | Cu. Yd. | 28000.0 |
| 4B | 204 | Excavation and Embankment - Layer placement and compact to visual displacement stops | CQ | Cu. Yd. | 37000.0 |
| 5A | 207 | Earthwork Geotextiles Geosynthetic clay liner | CQ | Sq. Yd. | 20900.0 |
| 5B | 207 | Earthwork Geotextiles - Channel separation | CQ | Cu. Yd. | 2100.0 |
| 6E | 640 | Construct prismatic Channel E | AQ | LF | 230.0 |
| SPS-1 | SPS-ITEM 1 | 8 Ft. Dia. Manhole | AQ | Each | 1.0 |
| SPS-2 | SPS-ITEM 2 | 4 Ft. Dia. Manhole | AQ | Each | 1.0 |
| SPS-3 | SPS-ITEM 3 | 16 in. Dia. Intake Certa-Lok Pipe and Couplings | CQ | Lin. Ft. | 220.0 |
| SPS-4 | SPS-ITEM 4 | 45 Deg. Sweep Intake | CQ | Each | 2.0 |
| SPS-5 | SPS-ITEM 5 | Flange Intake | CQ | Each | 2.0 |
| SPS-6 | SPS-ITEM 6 | Intake Device | CQ | Each | 2.0 |
| SPS-7 | SPS-ITEM 7 | Discharge 16 in. Dia. Certa-Lok Pipe and Couplings | CQ | Lin. Ft. | 130.0 |
| SPS-8 | SPS-ITEM 8 | Flange Discharge | CQ | Each | 1.0 |
Subtotal Base Items $ - 0
Optional Items
| 9 | 301(A) | Untreated Aggregate Courses - Ohio Department of Transportation type 89 aggregate for full access trail surfacing. | AQ | Tons | 700.0 |
| 11 | 602 | Culverts and Drains - 36" Polyethylene Culvert, smoothed lined corrugated pipe. | AQ | LF | 80.0 |
| 15A | 214A | Composite Trail Construction, Type "A" Trail meeting Architectural Barriers Act requirements for full access. | AQ | LF | 4144.0 |
| 15B | 214B | Composite Trail Construction, Type "B" trails in areas that can not meet ABA due to terrain restrictions. | AQ | LF | 1644.0 |
| 17A | Per Drawings | Ephemeral Pool construction as per drawings | LSQ | Each | 2.0 |
| 17B | Per Drawings | Log placement in ponds and pools as per COR | AQ | Each | 24.0 |
0.0 Optional Items $ - 0
| ESTIMATE TOTAL | TOTAL | $ - 0 |
| 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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