work_list.xls
XLS spreadsheet 64 KB Posted
- Attached to
- RECOVERY - ROAD MAINTENANCE, SOUTH ZONE, MT. BAKER-SNOQUALMIE NATIONAL FOREST, WASHINGTON
- Solicitation number
- AG-0489-S-10-0300
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Work List
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Other files
| File | Type | Posted |
|---|---|---|
| dwg1.pdf | ||
| rfp.doc | DOC document | |
| dwg2-21.pdf | ||
| offer submission packet.doc | DOC document |
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Text version
Sheet1
| ARRA - South Zone Deferred Maintenance | ||||||
| FSR 6030 | ||||||
| Mile Post | Sub-Item | Estimated Quantity | ||||
| Begin Project at Junction with SR 2 | ||||||
| 0 | Begin road reconditioning, | 811(1) | 2.84 | Miles | ||
| Compaction method C | ||||||
| Typical D-3 | ||||||
| (Other heavy equipment and grading) | ||||||
| 0.3 | Bridge | |||||
| 0.333 | 0.033 | 6" Alder on Road | 851(5) | 1 | EA | |
| .348 to .470 | .048 to .170 | Spot patch from Jacks Pass Pit | 813(1) | 4 | CY | |
| 0.523 | 0.223 | 1' lift for 120' with 60 CY from Jacks Pass Pit | 813(1) | 60 | CY | |
| .623 to .697 | .323 to .397 | Spot patch from Jacks Pass Pit | 813(1) | 22 | CY | |
| 0.45 | Clean out 18" Culvert | 834(1) | 1 | EA | ||
| .787 to .88 | .487 to .58 | Spot patch with 6 1/2 CY from Jacks Pass Pit | 813(1) | 6.5 | CY | |
| 0.9 | 0.6 | Bridge | ||||
| 0.96 | 0.66 | Spot patch with 4 CY from Jacks Pass Pit | 813(1) | 4 | CY | |
| 1 | 0.7 | Road spurs off left | ||||
| 1.02 | 0.72 | ~4" lift for 160' with 25 CY to cover soft area | 813(1) | 25 | CY | |
| 1.05 | 0.75 | Mile 1 marker | ||||
| 1.05 to 1.25 | .75 to .95 | Ditch left | 834(1) | 1 | EA | |
| 1.076 | 0.776 | Remove & Replace 36" Culvert Dry | 833(1)b | 36 | L.F | |
| 1.174 | 0.874 | Remove & Replace 18"CMP w/ 24"HDPE Culvert | 833(1)b | 36 | L.F | |
| 1.24 | 0.94 | Clean out two spots of 10CY slides | ||||
| 3-ft diameter sink hole on left | ||||||
| 1.3 to 1.36 | 1.00 to 1.06 | Spot patch with 2 1/2 CY fill | 813(1) | 2.5 | CY | |
| 1.47 | 1.17 | Remove & Replace 18"CMP w/ 24" HDPE Culvert | 833(1)b | 36 | L.F | |
| 1.47 to 1.52 | 1.17 to 1.22 | Spot patch with 5 CY from Jacks Pass Pit | 813(1) | 5 | CY | |
| 1.54 | 1.24 | Install 24"HDPE Culvert at low point | 833(1)b | 36 | L.F. | |
| 1.58 | 1.28 | Remove & Replace culvert | 833(1)b | 36 | L.F | |
| 1.69 | 1.39 | Remove & Replace rusted 18"CMP with 24" HDPE | 833(1)b | 36 | L.F | |
| 1.7 | 1.4 | Remove & Replace rusted 18"CMP with 24" HDPE | 833(1)b | 36 | L.F | |
| 1.74 | 1.44 | Remove & Replace culvert | 833(1)b | 36 | L.F | |
| 1.77 | 1.47 | Remove & Replace culvert | 833(1)b | 36 | L.F | |
| 1.82 | 1.52 | Remove & Replace culvert | 833(1)b | 36 | L.F | |
| 1.937 | 1.637 | Section Line Marker | ||||
| 1.97 | 1.67 | Good 36" Culvert | ||||
| 2.17 | 1.87 | Cleanout 18"CMP | 834(1) | 1 | EA | |
| 2.29 | 1.99 | Cleanout 18"CMP | 834(1) | 2 | EA | |
| Fill washout/scour w/ 5CY | ||||||
| 2.3 | Lowe Creek-bridge out | 494 | say 130 | |||
| 2 | Mobilization | 881(1) | 1 | LumpSum | ||
| FSR 6066 | ||||||
| Mile Post | Begin Project at Junction with HWY 2 | Sub-Item | Estimated Quantity | |||
| 0 | Begin road reconditioning, | 811(1) | 2 | Miles | ||
| Compaction method C | ||||||
| Typical D-3 | ||||||
| (Other heavy equipment and grading) | ||||||
| * 0.005 | Remove & Replace 18" CMP with 24" HDPE | 833(1)b | 36 | L.F | ||
| * 0.042 | Remove & Replace 18" CMP with 24" HDPE | 833(1)b | 36 | L.F | ||
| 0.044 | Remove & Replace 18" CMP with 24" HDPE | 833(1)b | 36 | L.F | ||
| 0.445 | GOOD | |||||
| * 0.497 | Remove & Replace 18" CMP with 24" HDPE | 833(1)b | 36 | L.F | ||
| 0.63 | Remove & Replace 24" CMP with 36" HDPE | 5 | 833(1)c | 40 | L.F. | |
| 0.656 | Remove & Replace 18" CMP with 24" HDPE | 833(1)b | 36 | L.F | ||
| * 0.688 | Remove & Replace 18" CMP with 24" HDPE | 833(1)b | 36 | L.F | ||
| 0.752 | matches .77 GOOD 4' | |||||
| 0.807 | Remove & Replace 18" CMP with 24" HDPE | 833(1)b | 36 | L.F | ||
| 0.856 | Remove & Replace 18" CMP with 24" HDPE | 833(1)b | 36 | L.F | ||
| 0.936 | Remove & Replace 18" CMP with 24" HDPE | 10 | 833(1)b | 36 | L.F | |
| 1.09 | Remove & Replace 18" CMP with 24" HDPE | 833(1)b | 36 | L.F | ||
| 1.187 | Remove & Replace 18" CMP with 24" HDPE | 833(1)b | 36 | L.F | ||
| 1.276 | Remove & Replace 18" CMP with 24" HDPE | 833(1)b | 36 | L.F | ||
| 1.381 | Remove & Replace 18" CMP with 24" HDPE | 833(1)b | 36 | L.F | ||
| 1.523 | Remove & Replace 18" CMP with 24" HDPE | 15 | 833(1)b | 36 | L.F | |
| 1.666 | Remove & Replace 18" CMP with 24" HDPE | 833(1)b | 36 | L.F | ||
| * 1.72 | Remove & Replace 18" CMP with 24" HDPE | 833(1)b | 36 | L.F | ||
| 1.874 | Remove & Replace 18" CMP with 24" HDPE | 833(1)b | 36 | L.F | ||
| 1.901 | Remove & Replace 18" CMP with 24" HDPE | 19 | 833(1)b | 36 | L.F | |
| FRS 70 | ||||||
| Mile Post | Work Description | Sub-Item | Estimated Quantity | |||
| Begin Project at Junction with SR 2 | ||||||
| 0 | Begin Crack Cleaning and Sealing, | 814(3) | 13200 | L.F | ||
| 0.00 to 0.59 | Chip seal after other work completed | 814(3) | 3115 | L.F | ||
| 0.78 | Begin Grind and Patching | 814(1)b | 10.5 | Tons | ||
| 0.89 | Grind and Patch | 814(1)b | 10.5 | Tons | ||
| 1.86 | Fill depression in road with EZ Street Patch | 814(1)b | 10.5 | Tons | ||
| 2.35 | Fill multiple small depressions with EZ Street Patch | 814(1)b | 10.5 | Tons | ||
| 2.53 | Grind and Patch | 814(1)b | 10.5 | Tons | ||
| 2.56 | Grind and Patch | 814(1)b | 10.5 | Tons | ||
| 2.58 to 2.88 | Grind out crack and seal | 814(3) | 1056 | L.F | ||
| 2.91 | Grind and Patch | 814(1)b | 10.5 | Tons | ||
| 3.3 | Grind and Patch | 814(1)b | 10.5 | Tons | ||
| 3.31 | Fill multiple small depressions with EZ Street Patch | 814(1)b | 10.5 | Tons | ||
| 3.72 | Grind and Patch | 814(1)b | 10.5 | Tons | ||
| 3.89 | Grind and Patch | 814(1)b | 10.5 | Tons | ||
| 6.03 | Grind and Patch | 814(1)b | 10.5 | Tons | ||
| 8.52 | Grind and Patch | 814(1)b | 10.5 | Tons | ||
| 8.65 | Grind and Patch | 814(1)b | 10.5 | Tons | ||
| 8.69 | Grind and Patch | 814(1)b | 10.5 | Tons | ||
| 8.85 | Grind and Patch | 814(1)b | 10.5 | Tons | ||
| 8.99 | Grind and Patch | 814(1)b | 10.5 | Tons | ||
| 9.09 | Grind and Patch | 814(1)b | 10.5 | Tons | ||
| 9.8 | End Grind and Patching | 814(1)b | 10.5 | Tons | ||
| FSR 7920 | ||||||
| Mile Post | Work Description | Sub-Item | Estimated Quantity | |||
| Begin Project at Junction with SR 165 | ||||||
| 0 | Begin road reconditioning, | 811(2) | 1.76 | Miles | ||
| Compaction method C | ||||||
| Typical D-3 | ||||||
| (Other heavy equipment and grading) | ||||||
| All removed culverts are to be disposed of in observance of all federal regulations | ||||||
| 0.024 | Trailhead sign reconditioning | 872(3) | 1 | EA | ||
| 0.037 | Junction with spur on right | 813(3) | 2200 | Ton | ||
| Begin Spot Surfacing | ||||||
| 0.196 | Remove & Replace 18" CMP with 24" HDPE | 833(1)b | 36 | L.F | ||
| 0.387 | Remove & Replace 18" CMP with 24" HDPE | 833(1)b | 36 | L.F | ||
| 0.525 | Remove & Replace 18" CMP with 24" HDPE | 833(1)b | 36 | L.F | ||
| 0.661 | Remove & Replace 18" CMP with 24" HDPE | 833(1)b | 36 | L.F | ||
| 0.744 | Remove & Replace 18" CMP with 24" HDPE | 5 | 833(1)b | 36 | L.F | |
| 0.939 | Remove & Replace 18" CMP with 24" HDPE | 833(1)b | 36 | L.F | ||
| 1.067 | Remove & Replace 18" CMP with 24" HDPE | 833(1)b | 36 | L.F | ||
| 1.13 | Remove & Replace 18" CMP with 24" HDPE | 833(1)b | 36 | L.F | ||
| 1.217 | Remove & Replace 18" CMP with 24" HDPE | 833(1)b | 36 | L.F | ||
| 1.274 | Remove & Replace 18" CMP with 24" HDPE | 10 | 833(1)b | 36 | L.F | |
| 1.34 | Remove & Replace 18" CMP with 24" HDPE | 833(1)b | 36 | L.F | ||
| 1.392 | Remove & Replace 18" CMP with 24" HDPE | 833(1)b | 36 | L.F | ||
| 1.442 | Remove & Replace 18" CMP with 24" HDPE | 833(1)b | 36 | L.F | ||
| 1.541 | Remove & Replace 18" CMP with 24" HDPE | 833(1)b | 36 | L.F | ||
| 1.578 | Remove & Replace 18" CMP with 24" HDPE | 15 | 833(1)b | 36 | L.F | |
| 1.579 | Remove & Replace 18" CMP with 24" HDPE | 833(1)b | 36 | L.F | ||
| 1.622 | Remove & Replace 18" CMP with 24" HDPE | 833(1)b | 36 | L.F | ||
| 1.701 | Remove & Replace 18" CMP with 24" HDPE | 833(1)b | 36 | L.F | ||
| 1.755 | Remove & Replace 18" CMP with 24" HDPE | 833(1)b | 36 | L.F | ||
| 1.965 | Remove & Replace 18" CMP with 24" HDPE | 20 | 833(1)b | 36 | L.F | |
| 2.13 | Remove culvert | 833(2)a | 1 | EA | ||
| 2.194 | Remove culvert | 833(2)a | 1 | EA | ||
| 2.214 | Remove culvert | 833(2)a | 1 | EA | ||
| 2.274 | Remove culvert | 833(2)a | 1 | EA | ||
| 2.49 | Remove culvert | 5 | 833(2)a | 1 | EA | |
| 2.611 | Remove culvert | 833(2)a | 1 | EA | ||
| 2.744 | Remove culvert | 833(2)a | 1 | EA | ||
| 2.792 | Remove culvert | 833(2)a | 1 | EA | ||
| 2.882 | Remove culvert | 833(2)a | 1 | EA | ||
| 3.038 | Remove culvert | 10 | 833(2)a | 1 | EA | |
| 3.213 | Intersection with spur | |||||
| 3.307 | Remove culvert | 833(2)a | 1 | EA | ||
| 3.344 | Remove culvert | 833(2)a | 1 | EA | ||
| 3.549 | Remove culvert | 833(2)a | 1 | EA | ||
| 3.624 | Remove culvert | 833(2)a | 1 | EA | ||
| 3.681 | Remove culvert | 15 | 833(2)a | 1 | EA | |
| 3.753 | Remove culvert | 833(2)a | 1 | EA | ||
| 3.87 | Remove culvert | 833(2)a | 1 | EA | ||
| 3.998 | Remove culvert | 833(2)a | 1 | EA | ||
| 4.245 | Remove culvert | 833(2)a | 1 | EA | ||
| 4.492 | Remove culvert | 20 | 833(2)a | 1 | EA | |
| 4.618 | Remove culvert | 833(2)a | 1 | EA | ||
| 4.647 | Remove culvert | 833(2)a | 1 | EA | ||
| 4.884 | Remove culvert | 23 | 833(2)a | 1 | EA | |
| 4.944 | Underdrain | 832(2) | 1 | EA | ||
| 5.07 | Remove culvert | 833(2)a | 1 | EA | ||
| 5.112 | Remove culvert | 833(2)a | 1 | EA | ||
| 5.143 | Dip | |||||
| 5.963 | Dip | |||||
| 6.038 | Remove culvert | 833(2)a | 1 | EA | ||
| FSR 7930 | ||||||
| Mile Post | Work Description | Sub-Item | Estimated Quantity | |||
| 0 | Begin Project | 4.91 Miles | ||||
| Begin road reconditioning, compaction method C, Typical D-3 | ||||||
| (Other heavy equipment and grading) | ||||||
| Remove 18" CMP | 833(2)a | 1 | EA | |||
| 0.01 | Remove 18" CMP | 833(2)a | 1 | EA | ||
| add cross drain | 833(3) | 1 | EA | |||
| 0.21 | Remove 24" CMP | 833(2)a | 1 | EA | ||
| add cross drain | 833(3) | 1 | EA | |||
| 0.39 | Remove 36" CMP | 833(2)a | 1 | EA | ||
| 0.45 | Remove 18" CMP | 833(2)a | 1 | EA | ||
| 0.51 | Remove 18" CMP | 833(2)a | 1 | EA | ||
| add cross drain | 833(3) | 1 | EA | |||
| 0.62 | Remove 18" CMP | 833(2)a | 1 | EA | ||
| 0.65 | Remove 18" CMP | 833(2)a | 1 | EA | ||
| 0.71 | Remove 18" CMP | 833(2)a | 1 | EA | ||
| add cross drain | 833(3) | 1 | EA | |||
| 0.8 | Remove 36" CMP | 833(2)a | 1 | EA | ||
| 0.81 | Remove 24" CMP | 833(2)a | 1 | EA | ||
| add cross drain | 833(3) | 1 | EA | |||
| 0.9 | Remove 24" CMP | 833(2)a | 1 | EA | ||
| add cross drain | 1 | EA | ||||
| 1.03 | Remove 5' CMP | Large | 833(2)b | 1 | EA | |
| add cross drain | 833(3) | 1 | EA | |||
| 1.18 | Remove 18" CMP | 833(2)a | 1 | EA | ||
| 1.21 | Remove 24" CMP | 833(2)a | 1 | EA | ||
| add cross drain | 833(3) | 1 | EA | |||
| 1.3 | Remove 18" CMP | 833(2)a | 1 | EA | ||
| 1.33 | Remove 36" CMP | 833(2)a | 1 | EA | ||
| 1.4 | Remove 36" CMP | 833(2)a | 1 | EA | ||
| add cross drain | 833(3) | 1 | EA | |||
| 1.51 | Remove 18" CMP | 833(2)a | 1 | EA | ||
| 1.52 | Remove 18" CMP | 833(2)a | 1 | EA | ||
| add cross drain | 833(3) | 1 | EA | |||
| 1.64 | Remove 18" CMP | 833(2)a | 1 | EA | ||
| add cross drain | 833(3) | 1 | EA | |||
| 1.8 | Remove 18" CMP | 833(2)a | 1 | EA | ||
| add cross drain | 833(3) | 1 | EA | |||
| 1.91 | Remove 18" CMP | 833(2)a | 1 | EA | ||
| add cross drain | 833(3) | 1 | EA | |||
| 2.04 | Remove 18" CMP | 833(2)a | 1 | EA | ||
| add cross drain | 833(3) | 1 | EA | |||
| 2.13 | Remove 18" CMP | 833(2)a | 1 | EA | ||
| 2.17 | Remove 4' CMP | Large | 833(2)b | 1 | EA | |
| add cross drain | 833(3) | 1 | EA | |||
| 2.31 | Remove 18" CMP | 833(2)a | 1 | EA | ||
| 2.37 | Remove 18" CMP | 833(2)a | 1 | EA | ||
| 2.41 | Remove 24" CMP | 833(2)a | 1 | EA | ||
| 2.49 | Remove 18" CMP | 833(2)a | 1 | EA | ||
| 2.56 | Remove 18" CMP | 833(2)a | 1 | EA | ||
| 2.6 | Remove 18" CMP | 833(2)a | 1 | EA | ||
| 2.62 | Remove 18" CMP | 833(2)a | 1 | EA | ||
| add cross drain | 833(3) | 1 | EA | |||
| 2.72 | Remove 24" CMP | 833(2)a | 1 | EA | ||
| add cross drain | 833(3) | 1 | EA | |||
| 2.81 | Remove 24" CMP | 833(2)a | 1 | EA | ||
| add cross drain | 833(3) | 1 | EA | |||
| 2.91 | Remove 18" CMP | 833(2)a | 1 | EA | ||
| 3.1 | Remove 24" CMP | 833(2)a | 1 | EA | ||
| 3.16 | Remove 24" CMP | 833(2)a | 1 | EA | ||
| 3.17 | Remove 18" CMP | End ML3 to ML 2 | 833(2)a | 1 | EA | |
| add cross drain | 833(3) | 1 | EA | |||
| 3.4 | Remove 18" CMP | 833(2)a | 1 | EA | ||
| add cross drain | 833(3) | 1 | EA | |||
| 3.62 | Remove 24" CMP | 833(2)a | 1 | EA | ||
| add cross drain | 833(3) | 1 | EA | |||
| 3.74 | Remove 18" CMP | 833(2)a | 1 | EA | ||
| add cross drain | 833(3) | 1 | EA | |||
| 3.83 | Remove 18" CMP | 833(2)a | 1 | EA | ||
| add cross drain | 833(3) | 1 | EA | |||
| 3.98 | Remove 30" CMP | 833(2)a | 1 | EA | ||
| add cross drain | 833(3) | 1 | EA | |||
| 4.11 | Remove 24" CMP | EA shown EOR | 833(2)a | 1 | EA |
Sheet2
Sheet3
File details come from the government source that posted it. Updated .