Schedule of Items.pdf
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- Solicitation number
- AG-4419-S-10-0624
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Schedule of Items
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| File | Type | Posted |
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| DBA_WD_St.Louis.pdf | ||
| DBA_WD_Lake.pdf | ||
| Specifications.pdf | ||
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| SF 1442.pdf | ||
| SF 1442 Cont_0624.pdf |
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CIM-0909-11T-469-0909-01
SCHEDULE OF ITEMS
ATV & Snowmobile Trail Reconstruction
Project Area A Superior National Forest
St. Louis County, Minnesota
12//09 Item No. Description Method
Of Meas.
Pay Unit
Estimate of
Quantity
Unit Price
Amount
Mobilization
L.S.Q.
Lump Sum
201(10) Footnote 1
Clearing & Grubbing Slash Treatment Methods for Brush & Small Trees 6 & 7, and logs 4, Utilization of Timber 2.
C.Q.
Square Yard
1,670
203.03 Removal of Structures and
Obstructions
Cubic
204.10b Footnote 2
Excavation and Embankment Base Aggregate, Type A
1,445
204.12a Footnote 3
(Special Ditch-Johnson Lake)
Linear Foot
204.12b
(V-Ditching)
308(01) Footnote 2 & 6
Minor Crushed Aggregate, Roadway Aggregate
Yard
2,820
503 Grid Paving C.Q. Linear
602(11)
17”x 13”, polymer-coated corrugated steel pipe, 16 ga.
602(12) Footnote 3
French Drain
650a
Road Closure Devices C.Q. Each 0
650b
Parking Bollards C.Q. Each 5
Project Area A (cont.)
703.05a
Screening
1,917
703.05b Footnote 5
Aggregate, Type Surface Course
3,458
Footnote 4
Stockpiled Aggregate, Type Surface Course
1,000
705.02 RipRap Class 1
C.Q.
714(01)
Geotextile C.Q.
1,818
Total =
FOOTNOTES:
1 Clearing is 8’ from centerline.
2 Compacted in-place quantities.
3 Geotextile, Drain Rock and Riprap are included in this pay item.
4 Quantity is as measured in the Stockpile (Stockpile Volume).
5 Quantity is as measured in Loose Volume 6 Quantity includes 240 CY ( Loose Volume) (GFM) @ Long Lake Trail.
GFM = Government furnished material.
Project Area B
Of Meas.
Pay Unit
Estimate of
Quantity
Unit
201(10) Footnote 1
Clearing & Grubbing Slash Treatment Methods for Brush & Small Trees 6 & 7, and logs 4, Utilization of Timber 2.
Footnote 2
Footnote 2
3,400
503 Grid Paving C.Q. Linear
57”x 38”, polymer-coated corrugated steel pipe, 14 ga.
602(12) Footnote 3
French Drain
650a
Road Closure Devices C.Q. Each 4
1,040
Footnote 5
4,520
Footnote 4
Total = $____ ___
FOOTNOTES:
1 Clearing is 10’ from centerline.
2 Compacted in-place quantities.
3 Geotextile, Drain Rock and Riprap are included in this pay item.
4 Quantity is as measured in the Stockpile (Stockpile Volume).
5 Quantity is as measured in Loose Volume
Project Area C
Of Meas.
Pay Unit
Estimate of
Quantity
Unit
Footnote 2
Footnote 2
28”x 30”, polymer-coated corrugated steel pipe, 16 ga.
Footnote 5
Footnote 4
714.01
Geotextile
1,070
714.02
GeoWeb , Swamp Crossing
Total = $____ ___
FOOTNOTES:
2 Compacted in-place quantities.
3 Geotextile, Drain Rock and Riprap are included in this pay item.
4 Quantity is as measured in the Stockpile (Stockpile Volume).
5 Quantity is as measured in Loose Volume
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