Attachment 3 - Schedule of Items.xlsx
XLSX spreadsheet 21 KB Posted
- Solicitation number
- 1284LM25Q0056
- Issued by
-
Department of Agriculture Forest Service
About this file
This file is an Independent Government Estimate (IGE) Schedule of Items spreadsheet for the Bitterroot National Forest Trail Bridge Lumber solicitation. The document details specific lumber and material requirements for two trail bridges: the Selway Suspension Trail Bridge and the Warm Springs Trail Bridge. The spreadsheet itemizes multiple wood components including stringers, posts, rails, floor planks, chord members, and truss members, with quantities ranging from 2 to 200 units per item type, broken down by wood type, dimensions, and specific bridge location.
The solicitation is issued by the USDA Forest Service (Department of Agriculture), with Solicitation Number 1284LM25Q0056, seeking wooden materials and hardware for bridge superstructures. Vendors are instructed to contact Buffy Kittleson at buffy.kittleson@usda.gov by 9/12/25 close of business with any questions. The IGE spreadsheet provides a comprehensive breakdown of required materials, including wood types like AYC (Alaska Yellow Cedar), DF/LRCH (likely Douglas Fir/Larch), with all current pricing columns showing zero, indicating this is a preliminary estimate document for procurement planning.
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Other files
| File | Type | Posted |
|---|---|---|
| SF30.pdf | ||
| Attachment 2 - Second Amended Drawings.pdf | ||
| 1284LM25Q0056 AMD 0002.docx | DOCX document | |
| SF30.pdf | ||
| Attachment 2 - Amended Drawings.pdf | ||
| 1284LM25Q0056 AMD0001.docx | DOCX document | |
| Attachment 2 - Amended Drawings AMD 0002.pdf | ||
| SF30.pdf | ||
| 1284LM25Q0056 AMD 0002.docx | DOCX document | |
| 1284LM25Q0056 AMD0001.docx | DOCX document | |
| Attachment 2 - Amended Drawings.pdf | ||
| SF30.pdf | ||
| Attachmnet 3 - Amended Schedule of Items.xlsx | XLSX spreadsheet | |
| Attachment 1- Statement of Work.docx | DOCX document | |
| 1284LM25Q0056.docx | DOCX document | |
| Attachment 2 - Drawings.pdf |
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Text version
Instructions
INSTRUCTIONS: HOW TO USE THIS FORM
| Independent Government Estimate (IGE) |
| No specific format is required for an IGE; however this must be an independent estimate and not a reiteration of a contractor quote. The selected format should generally be in the same level of detail and manner that the Schedule of Items pricing we request from contractors. The estimate should state any underlying assumptions or rationale used in formulating the estimate. Initially the CO will use the IGE to determine the estimated value of the procurement and to identify the appropriate procurement thresholds applicable to the solicitation. Later the IGE is compared to prices received to evaluate an offeror’s understanding of the government requirements and in supporting a price reasonableness determination. |
EXPLANATION OF TABS
| Stand Alone IGE: | Use if the below do not apply to your requirement. |
| Stand Alone IGE w/options: | Use if you have a requirement where you know you have an ongoing/recurring need year after year. |
| IDIQ: | Use if you have a need that is reoccurring or multi-year requirement. |
| Task Order: | Use if you want to issue a order against an existing contract or agreement. |
CONTRACT (NO OPTIONS)
| SCHEDULE OF ITEMS | ||||||
| Base Items | ||||||
| ITEM | ||||||
| NUMBER | DESCRIPTION | EST QTY | PAY UNIT | Price | Total | |
| Selway Suspension Trail Bridge | ||||||
| 1 | Stringers, 4"x12"x15' | 6 | EA | 0 | ||
| 2 | Stringers, 4"x12"x16' | 10 | EA | 0 | ||
| 3 | Stringers, 4"x10"x14' | 48 | EA | 0 | ||
| 4 | Sills, 4"x12"x9' | 2 | EA | 0 | ||
| 5 | Posts, 8"x8"x4' | 2 | EA | 0 | ||
| 6 | Cap, 8"x8"x9' | 2 | EA | 0 | ||
| 7 | Rail posts, 4"x6"x5' | 20 | EA | 0 | ||
| 8 | Rail Brace, 2"x6"x4'-8" | 20 | EA | 0 | ||
| 9 | Rail, 3"x8"x16' | 16 | EA | 0 | ||
| 10 | Curb & Post Blocks, 5-1/8"x6"x16' | 3 | EA | 0 | ||
| 11 | Curb, 5-1/8"x6"x16' | 10 | EA | 0 | ||
| 12 | Curb, 5-1/8"x6"x16' | 18 | EA | 0 | ||
| 13 | Curb Blocks, 2"x6"x16' | 5 | EA | 0 | ||
| 14 | Floor Plank, 3"x12'x14' | 10 | EA | 0 | ||
| 15 | Floor Plank, 3"x12'x9' | 190 | EA | 0 | ||
| 16 | Running Plank (untreated) 3"x10"x16' | 38 | EA | 0 | ||
| 17 | Floor Beams, 6-3/4"x12"x16' | 13 | EA | 0 | ||
| 18 | Truss Braces, 3"x6"x7'-9" | 26 | EA | 0 | ||
| 19 | Chord Member, 2"x6"x16' | 80 | EA | 0 | ||
| 20 | Chord Member, 2"x6"x10' | 10 | EA | 0 | ||
| 21 | Chord Member, 2"x6"x2'-6" | 24 | EA | 0 | ||
| 22 | Truss Members, 1"x6"x6'-10-1/2" | 200 | EA | 0 | ||
| 23 | Truss Members, 1"x6"x6' | 4 | EA | 0 | ||
| 24 | FOB Destination | 1 | LS | 0 | ||
| Warm Springs Trail Bridge | ||||||
| 25 | Glulam Stringer AYC 46' x 5&1/8" x 31&1/2" | 5 | EA | 0 | ||
| 26 | Deck Planks AYC 8' x 3" x 8" | 66 | EA | 0 | ||
| 27 | Running Planks DF/LRCH 12' x 2" 8" | 36 | EA | 0 | ||
| 28 | Railing Posts AYC 5'1" x 4" x 6" | 18 | EA | 0 | ||
| 29 | Railing Cap AYC 46' x 2" x 8" | 2 | EA | 0 | ||
| 30 | Railing AYC 16" x 2" x 6" | 6 | EA | 0 | ||
| 31 | Glulam Diaphragm AYC 1'2&1/8" x 3&1/8" x 22&1/2" | 16 | EA | 0 | ||
| 32 | Pressure Treated Backing Plank DF/LRCH 12' x 3" x 12" | 6 | EA | 0 | ||
| 33 | Pressure Treated Sill DF/LRCH 9' x 12" x 12" | 2 | EA | 0 | ||
| 34 | FOB Destination | 1 | LS | 0 | ||
| TOTAL | 0 | |||||
| EA - EACH |
LS - LUMP SUM
File details come from the government source that posted it. Updated .