1700_Schedule_of_Items.docx
DOCX document 20 KB Posted
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- FR1700 Reconstruction
- Solicitation number
- AG-569R-S-10-0009
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| File | Type | Posted |
|---|---|---|
| Contractor Return.doc | DOC document | |
| Amendment_01.doc | DOC document | |
| Plan.pdf | ||
| RFP.doc | DOC document | |
| wage decision.htm | HTM file | |
| Specs.pdf | ||
| Contractor Return.doc | DOC document |
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SCHEDULE OF ITEMS
| Item | Method | Unit | ||||
| Number | Description | of Meas. | Unit | Quantity | Price | Total |
15101 Mobilization LSQ LS 1
15702 Soil Erosion Control Silt DQ Foot 500 Fence
15707 Soil Erosion Control Bales DQ Each 30 Hay/Straw
20104 Clearing & Grubbing,Slash DQ Acre 0.67 Treatment Methods for Tops & Limbs 1, Logs 1, & Stumps 1, Utilization of Timber 2
20301 Removal of Metal Culvert DQ Each 2
| 20401 Roadway Excavation, | DQ | C.Y. | 500 | |
| Placement Method 1 |
20404 Unclassified borrow placement DQ C.Y. 612 Method 1
20415 Unsuitable Excavation DQ C.Y. 224
20801 Structure Excavation DQ C.Y. 1222
20802 Foundation Material DQ C.Y. 112
20803 Structural Backfill DQ C.Y. 992
25101 Machine Placed Riprap DQ C.Y. 159 Class II
| 25101 Machine Placed Riprap | DQ | C.Y. | 79 | |
| Class III |
25117 Geotextile Type II Separation. DQ S.Y. 943
30156 Placing Aggregate Comp A DQ C.Y. 410 MI 23A Limestone
| 60251A | 17 Inch span, 13 Inch rise | AQ | Foot | 26 |
| corrugated steel pipe arch,0.109 | ||||
| Inch Thickness for Steel | ||||
| Riveted Pipe. |
| 60251B | 21 Inch span, 15 Inch rise | AQ | Foot | 26 |
| corrugated steel pipe arch,0.138 | ||||
| Inch Thickness for Steel | ||||
| Riveted Pipe. |
SCHEDULE OF ITEMS
| Item | Method | Unit | ||||
| Number | Description | of Meas. | Unit | Quantity | Price | Total |
60301 120 Inch Structural Plate Pipe AQ Foot 124 Galvanized Coated .138 Inch
| Thickness 6x2 Corrugations |
| 2:1 Beveled Ends Standard Step |
| 62527 Seeding, Dry Method | DQ | Acre | 0.96 | |
| (with mulch) |
| 62901 | Erosion Constol Mat | DQ | S.Y. | 1075 |
| Straw Mat (without seed) |
63305 Wood Posts 4”x4” DQ Foot 64
Total ___________
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