Cottonwood SOI.xlsx
XLSX spreadsheet 13 KB Posted
- Attached to
- UNITED STATES FOREST SERVICE, ROCKY MOUNTAIN REGION 2, ROAD AND BRIDGE CONSTRUCTION SERVICES MATOC
- Solicitation number
- 1240LU24R0013
- Issued by
-
Department of Agriculture Forest Service
About this file
This is a Schedule of Items (SOI) spreadsheet for the South Cottonwood Creek Bridge #344-3.04 Replacement project under the USFS Region 2 Road and Bridge Construction MATOC. The SOI details 31 line items for bridge construction work including mobilization, surveying, site preparation, excavation, concrete work, structural steel, railings, and temporary traffic control measures. Key components include 253 cubic yards of structural concrete, 41,220 pounds of reinforcing steel (both regular and epoxy-coated), and 34,860 pounds of structural steel superstructure.
The project falls under a larger MATOC vehicle for the Pike-San Isabel National Forests & Cimarron and Comanche National Grasslands (PSICC) Salida Ranger District. The associated contract opportunity (1240LU24R0013) is a small business set-aside IDIQ with a shared ceiling of $50 million, featuring a 2-year base period plus three 1-year options. Task orders will range from $2,000 to $3,000,000, with a minimum of 10 contractors to be awarded under the NAICS code 237310.
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Other files
| File | Type | Posted |
|---|---|---|
| Past Performance Questionnaire.docx | DOCX document | |
| Cottonwood Plans 2.pdf | ||
| Cottonwood Plans 1.pdf | ||
| Berry Creek Plans.pdf | ||
| Washakie Plans.pdf | ||
| Washakie Food Storage Order.pdf | ||
| Washakie TOPR.pdf | ||
| Berry Creek TOPR.pdf | ||
| Cottonwood TOPR.pdf | ||
| 1240LU24R0013 Region 2 Road and Bridge MATOC.pdf | ||
| Washakie FSSS.pdf | ||
| Washakie SOI.xlsx | XLSX spreadsheet | |
| Berry Creek Submittal Reg.xlsx | XLSX spreadsheet | |
| Berry Creek FSSS.pdf | ||
| Cottonwood Submittal Reg.xlsx | XLSX spreadsheet | |
| Berry Creek SOI.xlsx | XLSX spreadsheet | |
| Equipment Cleaning Form_Fillable_20241203.pdf | ||
| Cottonwood Map.pdf | ||
| Cottonwood FSSS.pdf | ||
| R2 Fire Plan.pdf |
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Text version
Sheet1
| R2 RBC MATOC |
| Pike-San Isabel National Forests & Cimarron and Comanche National Grasslands (PSICC) |
| Salida Ranger District |
| SCHEDULE OF ITEMS | ||||||
| Project Name: | South Cottonwood Creek Bridge #344-3.04 Replacement | |||||
| Pay Item | Description | Method of Measurement* | Pay Unit | Estimated Quantity | Unit Price | Total Price |
| 15101 | Mobilization | CQ | LS | 1 | $ - 0 | $ - 0 |
| 15205 | Bridge survey and staking | CQ | LS | 1 | $ - 0 | $ - 0 |
| 15212 | Slope, reference, and clearing and grubbing stakes; method I, tolerance A | CQ | LS | 1 | $ - 0 | $ - 0 |
| 15255 | Grade finishing stakes, surface course and aggregate surface, tolerance A | CQ | LS | 1 | $ - 0 | $ - 0 |
| 15702 | Silt fence | CQ | FT | 354 | $ - 0 | $ - 0 |
| 20102 | Clearing and grubbing | CQ | LS | 1 | $ - 0 | $ - 0 |
| 20305 | Removal of structures and obstructions | CQ | LS | 1 | $ - 0 | $ - 0 |
| 20455 | Embankment construction | CQ | CY | 396 | $ - 0 | $ - 0 |
| 20470 | Roadway excavation | CQ | CY | 11 | $ - 0 | $ - 0 |
| 20801 | Structure excavation | CQ | CY | 625 | $ - 0 | $ - 0 |
| 20803 | Structural backfill | CQ | CY | 350 | $ - 0 | $ - 0 |
| 25102 | Placed riprap, class 3 | AQ | TON | 564 | $ - 0 | $ - 0 |
| 25116 | Geotextile, class 1, type A | AQ | SY | 437 | $ - 0 | $ - 0 |
| 30111 | Aggregate surface course, CDOT Class 6, compaction method B | AQ | CY | 98 | $ - 0 | $ - 0 |
| 55204 | Structural concrete, class C (AE), for deck, abutments, wingwalls, and footings | CQ | CY | 253.0 | $ - 0 | $ - 0 |
| 55401 | Reinforcing steel | CQ | LB | 22,270 | $ - 0 | $ - 0 |
| 55404 | Epoxy coated reinforcing steel | CQ | LB | 18,950 | $ - 0 | $ - 0 |
| 55501 | Structural steel superstructure, furnished, fabricated, and erected | CQ | LB | 34,860 | $ - 0 | $ - 0 |
| 55601 | W-beam, type IV, class A, steel bridge railing | CQ | FT | 112.50 | $ - 0 | $ - 0 |
| 55607 | Terminal section, type 3K | CQ | EA | 4 | $ - 0 | $ - 0 |
| 55650 | Bridge approach railing, type IV, class A | CQ | FT | 100.00 | $ - 0 | $ - 0 |
| 56302 | Painting, concrete bridge structure | CQ | SY | 48 | $ - 0 | $ - 0 |
| 56401 | Elastomeric bearing device (reinforced) | CQ | EA | 8 | $ - 0 | $ - 0 |
| 61102 | 2 inch waterline, galvanized | CQ | FT | 180.00 | $ - 0 | $ - 0 |
| 61104 | Valve, drain | CQ | EA | 1 | $ - 0 | $ - 0 |
| 63306 | Object markers, type III | CQ | EA | 4 | $ - 0 | $ - 0 |
| 63310 | Removing sign | CQ | EA | 6 | $ - 0 | $ - 0 |
| 63650 | Conduit, 2 inches, Steel | CQ | FT | 65 | $ - 0 | $ - 0 |
| 61102 | Temporary Bypass - 2 inch waterline, HDPE | CQ | LS | 1 | $ - 0 | $ - 0 |
| 63501 | Temporary traffic control | CQ | LS | 1 | $ - 0 | $ - 0 |
| 63650 | Temporary Bypass - 2 inch conduit, steel | CQ | LS | 1 | $ - 0 | $ - 0 |
| ** AQ = ACTUAL QUANTITY CQ = CONTRACT QUANTITY | TOTAL | $ - 0 |
File details come from the government source that posted it. Updated .