Attachment A_SOI_5.17.2026_127EAX26Q0086.xlsx
XLSX spreadsheet 16 KB Posted
- Attached to
- Solicitation is Restricted to the Current Region 3, Zone 5 FERM BPA Holders - USDA Forest Service
- Solicitation number
- 127EAX26Q0086
- Issued by
-
Department of Agriculture Forest Service
About this file
This file is a Schedule of Items (SOI) for Request for Quotation (RFQ) 127EAX26Q0086 for the Barillas Peak Roads Reconstruction project on the Santa Fe National Forest. The solicitation is restricted to New Mexico Forest Engineering and Roads Maintenance Blanket Purchase Agreement (NM FERM BPA) Zone 5 contractors and is set aside for small business concerns under the $45M size standard. The work encompasses comprehensive road reconstruction services including mobilization, roadside brushing and clearing, removal of structures and obstructions, excavation and embankment work with multiple dip and turnout constructions, geosynthetic material installation, riprap placement, untreated aggregate course application, road reconditioning on ML3 and ML2 roads, culvert installation, gate installation, and soil material supply.
The base scope includes 32 line items with quantities ranging from single units to thousands of tons or linear feet. Key quantities include: 1,110 linear feet of brushing, 110 square feet of clearing and grubbing, 18 armored dips with class 0 material, 53 tons of class 5 riprap, 344 tons of class 0 riprap, 1,793 tons of untreated aggregate, 10.45 miles of ML3 road reconditioning, and 23.89 miles of ML2 road reconditioning. The solicitation includes three optional items: Option A for 500 tons of stockpiled class 0 riprap, Option B for 20 miles of additional ML2 road reconditioning, and Option C for 20 additional armored dips and 200 tons of riprap. Quotations must include unit costs and amounts for all line items, with the total contract value calculated from base and optional selections.
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Text version
Sheet1
| Schedule of Items | |||||
| RFQ# 127EAX26Q0086 | |||||
| Company: | Project Title: | Barillas Peak Roads Reconstruction | |||
| Date: | Representative: | ||||
| BASE Items | |||||
| Item No. | Description | Unit | Quantity | Unit Cost | Amount |
| 151(01) | Mobilization | LS | ALL | ||
| 201(01) | Roadside Brushing, FSSS 203 Disposal Method (b) Scattering | LF | 1110 | ||
| 201(02) | Clearing and Grubbing, FSSS 203 Disposal Method (b) Scattering | SF | 110 | ||
| 203(01) | Removal of Structures and Obstructions, Remove/Dispose of ~15 Tires | LS | ALL | ||
| 203(02) | Removal of Structures and Obstructions, Type I Gate | EA | 1 | ||
| 204(01) | Excavation and Embankment, Construct Grade Dip, FSSS 204 Compaction Method (d) w/ Roller | EA | 1 | ||
| 204(02) | Excavation and Embankment, Construct Grade Dip, FSSS Compaction Method (e) w/ Equipment (3 passes) | EA | 2 | ||
| 204(03) | Excavation and Embankment, Construct Rolling Dip, FSSS 204 Compaction Method (d) w/ Roller | EA | 3 | ||
| 204(04) | Excavation and Embankment, Construct Rolling Dip, FSSS 204 Compaction Method (e) w/ Equipment (3 passes) | EA | 3 | ||
| 204(05) | Excavation and Embankment, Construct Armored Dip w/ Class 0, FSSS 204 Compaction Method (e) w/ Equipment (3 passes) | EA | 18 | ||
| 204(06) | Excavation and Embankment, Construct Lead Out Ditch, ~10 LF each | EA | 5 | ||
| 204(07) | Excavation and Embankment, Construct Turn Out, FSSS 204 Compaction Method (e) w/ Equipment (3 passes) | EA | 2 | ||
| 204(08) | Excavation and Embankment, Reinforce Traveled Way w/ Class 0/Geogrid/Geotextile, FSSS 301 Compaction C, ~160 ft. (Material paid under 207 & 251) | LS | ALL | ||
| 204(09) | Excavation and Embankment, Place Select Borrow, FSSS 204 Compaction Method (g) w/ Bucket | TON | 28 | ||
| 204(10) | Excavation and Embankment, Place Borrow/Fill, FSSS 204 Compaction Method (g) w/ Bucket, or (f) w/ Equipment (one pass) | CY | 172 | ||
| 207(01) | Earthwork Geosynthetics, Non-woven Geotextile, Class I, Material ONLY | SF | 900 | ||
| 207(02) | Earthwork Geosynthetics, Reinforcement (Woven) Geotextile, Type 6 & Class I, Material ONLY | SF | 1960 | ||
| 207(03) | Earthwork Geosynthetics, Reinforcement Geogrid, Type 6, Material ONLY | SF | 1960 | ||
| 251(01) | Riprap, Class 5, Install w/ Non-woven Geotextile (Fabric paid under 204) | TON | 53 | ||
| 251(02) | Riprap, Install Class 0, FSSS 301 Compaction B | TON | 20 | ||
| 251(03) | Riprap, Install Class 0, FSSS 301 Compaction A | TON | 344 | ||
| 251(04) | Riprap, Install Class 0 for Road Edge or Embankment Armoring, FSSS 204 Compaction Method (g) | TON | 80 | ||
| 301(01) | Untreated Agg. Courses, Spot Gravel, R3-G FS Surface Course, FSSS 301 Compaction C, includes watering | TON | 1793 | ||
| 301(02) | Untreated Agg. Courses, Spot surfacing, Subbase Grading B, FSSS 301 Compaction C, includes watering | TON | 28 | ||
| 301(03) | Untreated Agg. Courses, Spot surfacing, Subbase Grading B, FSSS 301 Compaction A | TON | 1953 | ||
| 303(01) | Road Reconditioning, ML3 road, < 25 CMPs, FSSS 204 Compaction Method (d), includes watering | MILE | 10.45 | ||
| 303(02) | Road Reconditioning, ML2 road, FSSS 204 Compaction Method (e), includes watering | MILE | 23.89 | ||
| 602(01) | Culverts,Reset 95" x 67" x 40' Squash Pipe and install Aprons (include bedding, coupling bands, and gaskets ), FSSS 204 Compaction Method (d) | LS | ALL | ||
| 619(01) | Gates, Install Contractor Furnished Type I Gate, includes 3" yellow & red/white retroreflective tape installation | EA | 2 | ||
| 619(02) | Gates, Install Contractor Furnished Type I Gate LOCKING POSTS AND PINS ONLY, includes 3" yellow retroreflective tape installation | EA | 2 | ||
| 619(02) | Cattleguard, Repair or Replace Angle Iron, 15' x 2" x 2" | EA | 1 | ||
| 633(01) | Permanent Traffic Control, Install 3" Retroreflective tape on Gates and Posts ONLY | EA | 2 | ||
| 704(01) | Soil, Borrow/Fill, Material Only, placement covered under 204(10) | TON | 35 | ||
| 704(02) | Soil, Select Borrow, Material Only, placement covered under 204(09) | TON | 28 | ||
| BASE Subtotal | |||||
| BASE TOTAL |
| Option Item A | |||||
| Item No. | Description | Unit | Quantity | Unit Cost | Amount |
| 251(01)A | Stockpiled Aggregates, Class 0 Riprap, within project boundary | TON | 500 | ||
| Option A Subtotal | |||||
| Option A TOTAL |
Total w/ BASE & Option A
| Option Item B | |||||
| Item No. | Description | Unit | Quantity | Unit Cost | Amount |
| 303(01)B | Road Reconditioning, ML2 road, FSSS 204 Compaction Method (e), includes watering | MILE | 20 | ||
| Option B Subtotal | |||||
| Option B TOTAL |
Total w/ BASE & Option B
| Option Item C | |||||
| Item No. | Description | Unit | Quantity | Unit Cost | Amount |
| 204(05)C | Excavation and Embankment, Construct Armored Dip w/ Class 0, FSSS 204 Compaction Method (f) | EA | 20 | ||
| 251(04)C | Riprap, Class 0 | TON | 200 | ||
| Option B Subtotal | |||||
| Option C TOTAL |
Total w/ BASE & Options B & C
Total w/ BASE & ALL Options
File details come from the government source that posted it. Updated .