Attachment B_Task List_NFSR 462 and 462A_20260610 .xlsx
XLSX spreadsheet 12 KB Posted
- Solicitation number
- 127EAX26Q0079-001
About this file
This is a task list attachment for a Forest Service Roads Reconstruction project (NFSR 462 and 462A) located southeast of Albuquerque, New Mexico on the Cibola National Forest. The file contains a detailed breakdown of construction tasks required to improve drainage and road surface conditions on the road system serving the Sandia Ranger District Fire Heliport. The task list provides the specific work items, sequencing, and scope requirements that contractors must address in their quotations, including road surface improvements, drainage system enhancements, and related infrastructure work necessary to bring the roads to acceptable operational standards.
This solicitation (127EAX26Q0079-001) is issued as a Request for Quotation (RFQ) under FAR Part 12 for commercial items and is set-aside exclusively for small business concerns meeting the 237310 NAICS code classification (Highway, Street, and Bridge Construction) with a size standard threshold of $45 Million. The acquisition is open to all responsible sources meeting small business criteria and is no longer restricted to New Mexico FERM BPA holders. The Department of Agriculture Forest Service R3-Southwestern Region is the contracting agency. Contractors should reference this task list in conjunction with the RFQ requirements when preparing quotations for the reconstruction work.
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Text version
Sheet1
| TASK LIST NFSR 462 and 462 A with Mile Post Locations | |||
| Road | MP | Task | Notes |
| 462/462A | ALL | All culvert replacement tasks require additional top cover for proper culvert depth - Class A subbase | Approx. 10 yards of material per installation |
| ALL | All culvert replacements require inlet/outlet reshaping for proper drainage | ||
| ALL | Road Reconditioning - Ditch line maintenance needed throughout project area | Clean out, re-establish, align | |
| ALL | Road Reconditioning - Road Grading throughout project area | ||
| 462 | 0.36 | Culvert replacement | Existing: 36" x 32' |
Replacement: 36" x 32' Culvert to be placed at lower elevation than existing
0.36 Guardrail installation Guard rails to replace carsonites marking culvert 90' one side of road curve
| 0.46 | Material placement - Class A subbase | Material needed to allow for better ditch line |
| 0.53 | Road Reconditioning - Reshape outlet | Correct drainage area |
| 0.61 | Ditch line armoring - Class 1 Rip rap | Ditch line needs armoring near culvert before outlet |
45'
0.65 Culvert replacement Existing: 24" x 48'
Replacement: 24" x 48' Drainage pitch needs to be adjusted for runoff from parking lot into ditch lines 462A 0.294 Culvert replacement Existing: 24" x 34' Replacement: 24" x 34'
0.359 Culvert replacement Existing: 24" x 28'
Replacement: 24" x 29'
0.416 Culvert replacement Existing: 24" x 34'
Replacement: 24" x 34'
| 0.395 - 0.76 | Material placement - Class A subbase | 0.365mi - 4" depth |
| 0.6 | Culvert replacement | Existing: 24" x 30' |
Replacement: 24" x 30'
| 0.6 | Armoring of culvert inlet and outlet - Class 1 Rip rap | Outlet channel needs to be reshaped |
| 0.65 | Culvert removal | Existing: 24" x 30' |
| 0.65 | Road Reconditioning - Install water bar and drainage dip | |
| 0.82 | Culvert replacement | Existing: 18" x 28' |
Replacement: 24" x 28'
| 0.85 | Material placement - Class A subbase | 200' of material (100' on either side of gate) - 4" depth |
| 0.9 | Culvert replacement | Existing: 18" x 24' |
Replacement: 24" x 24'
1.1 Culvert replacement Existing: 18" x 24'
Replacement: 24" x 24'
| MP's for NFSR 462 beginning at NM-337/462 intersection |
| MP's for NFSR 462A beginning at 462/462A intersection - FS gate |
File details come from the government source that posted it. Updated .