1SageExhibA EstQty.xlsx
XLSX spreadsheet 14 KB Posted
- Attached to
- Recovery-Sage Creek Culvert Replacement Federal contract opportunity
- Solicitation number
- AG-0489-S-10-0271
About this file
Exhibit A - Estimate of Quanties
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 2Sage DOL Wage Rates.doc | DOC document | |
| 1Sage Fire Protect-Supp Rqts.doc | DOC document | |
| 1SageExhibB 2of2.pdf | ||
| 1Sage SolicitationPkg.doc | DOC document | |
| 1Sage Plans Drwgs.pdf | ||
| 1Sage ARRA Signs.pdf | ||
| 1Sage SF-1442.pdf | ||
| 1Sage Kr PerformData Sheet.doc | DOC document | |
| 1SageExhibB 1of2.pdf | ||
| 1Sage DOL Wage Rates.doc | DOC document | |
| 1Sage TechSpecs.pdf |
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Text version
Sheet1
SAGE CREEK CULVERT REPLACEMENT
Estimate of Quantities
| Pay Item | Description | Quantity | Method of Measure | Remarks |
| 151 | Mobilization | ALL | LS | Includes mobilization for all work items. ARRA sign fabrication and installation shall be considered indirect to this pay item. All equipment used on this project shall be cleaned and certified to be weed free prior to entering the National Forest. |
| 157A | Soil Erosion Control | ALL | LS | Contractor shall provide a written soil and erosion control plan to the CO for approval prior to initiating construction. |
| 157B | Soil Erosion Control (dewatering, bypass pumping, etc) | ALL | LS | Contractor shall provide a written dewatering plan to the CO for approval prior to initiating construction. |
| 201 | Clearing and Grubbing, disposal method f | ALL | LS | Reference FSSS 203.05 |
| 203 | Remove Existing Culvert, disposal method A | ALL | LS | |
| 204 | Excavation and Backfill | ALL | LS | Compaction method B, tolerance C. Excavation and backfill for all work outside of the immediate vicinity of the structure (see page 3 of 5 of the plans). Backfill may be obtained onsite. Excess excavation shall be disposed of at location staked by the C.O.. Disposed material shall be shaped and compacted by tracked equipment as agreed to by the C.O.. |
| 208 | Excavation/Backfill for Structure | ALL | LS | Reference FP-03, Section 208.13. Structural Backfill may be obtained onsite. |
| 602 | Culvert Installation, Type Multiplate Steel Bottomless Arch Culvert, 168" span, 72" rise, 82' length | ALL | LS | Work to include Material, Labor, End Bevels, Footings, Stemwalls, Bedding Material, Surface Course Material (Grading D) and riprap. Surface Course, Bedding and Riprap shall be provided by a commercial source. Arch lengths are as follows: 82' top length, 88' bottom length, 90' footing length. |
| 635 | TemporaryTraffic Control | ALL | LS | Contractor shall provide a written traffic control plan to the CO for approval prior to initiating construction. |
| 648 | Install Streambed Simulation Material | ALL | LS | Reference Sheets 3 and 5 of 5. Channel rock is incidental to this pay item. |
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EXHIBIT #A
Sheet2
Sheet3
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