Attachmnet 3 - Amended Schedule of Items.xlsx
XLSX spreadsheet 24 KB Posted
- Solicitation number
- 1284LM25Q0056
- Issued by
-
Department of Agriculture Forest Service
About this file
The file is an Independent Government Estimate (IGE) Schedule of Items for wooden materials needed for two trail bridges in the Bitterroot National Forest. The document details specific lumber requirements for the Selway Suspension Trail Bridge and Warm Springs Trail Bridge, including precise quantities of various wooden components such as stringers, posts, rails, floor planks, and chord members. Each bridge section lists exact specifications for wood types, dimensions, and quantities, with line items for wood pieces ranging from 2'-6" to 45' in length and including materials like AYC (Alaska Yellow Cedar), Douglas Fir, and Larch.
The solicitation is issued by the USDA Forest Service (Bitterroot National Forest) under solicitation number 1284LM25Q0056, seeking wooden materials for bridge superstructures. Potential vendors are instructed to contact Buffy Kittleson at buffy.kittleson@usda.gov by 9/12/25 COB with any questions. Amendment 0001 was issued on 09/10/25, which replaced certain documents and made highlighted changes to drawings and the schedule of items. The estimated total value of materials is currently listed as $0, with each line item priced at zero, suggesting this is a preliminary pricing document.
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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 | ||
| 1284LM25Q0056 AMD0001.docx | DOCX document | |
| Attachment 2 - Amended Drawings.pdf | ||
| 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 | ||
| 1284LM25Q0056.docx | DOCX document | |
| Attachment 1- Statement of Work.docx | DOCX document | |
| Attachment 3 - Schedule of Items.xlsx | XLSX spreadsheet | |
| 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 45' 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" x 12" | 12 | EA | 0 | ||
| 28 | Railing Posts AYC 5'1" x 4" x 6" | 18 | EA | 0 | ||
| 29 | Railing Cap AYC 16' x 2" x 8" | 6 | EA | 0 | ||
| 30 | Railing AYC 16' x 2" x 6" | 18 | 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 20' x 3" x 12" | 6 | EA | 0 | ||
| 33 | Pressure Treated Backing Stiffener DF/LRCH 12' x 6" x 3" | 1 | EA | 0 | ||
| 34 | Pressure Treated Sill DF/LRCH 9' x 12" x 12" | 2 | EA | 0 | ||
| 35 | FOB Destination | 1 | LS | 0 | ||
| TOTAL | 0 | |||||
| EA - EACH |
LS - LUMP SUM
File details come from the government source that posted it. Updated .