Attachment 1 - Statement of Work.docx
DOCX document 108 KB Posted
- Attached to
- Midgley Bridge Observation Site Parking Lot
- Solicitation number
- 127EAX26Q0068
- Issued by
-
Department of Agriculture Forest Service
About this file
This is a Statement of Work for the Midgley Bridge Observation Site Parking Lot project under USDA Forest Service solicitation 127EAX26Q0068. The work scope encompasses comprehensive parking lot rehabilitation including removal and replacement of existing pavement, installation of drainage infrastructure (inlets and corrugated steel pipes), and construction of concrete curb and gutter systems to manage stormwater collection and diversion. Additional requirements include site restriping, installation of new signage with posts, placement of traffic delineators, and addition of concrete wheel stops.
Key dates for this solicitation include an organized site visit on August 18, 2026 at 10:00 am local time, with Requests for Information due by August 24, 2026 at 1:00 pm Central Daylight Time, and quotes due by September 1, 2026 at 1:00 pm Central Daylight Time. This is a Request for Quote (RFQ) opportunity, indicating a fixed-price contracting approach for commercial construction services at the specified Forest Service location.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 127EAX26Q0068 - Midgley Observation Site Parking Lot.pdf | ||
| 127EAX26Q0068 - Midgley Observation Site Parking Lot.pdf | ||
| Attachment 3 - Schedule of Items.xlsx | XLSX spreadsheet | |
| Attachment 5 - Drawings.pdf | ||
| Attachment 4 - Fire Plan.docx | DOCX document | |
| Attachment 2 - Specifications.docx | DOCX document | |
| Attachment 6 - Wage Determination.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SOUTHWEST REGION 03
COCONINO NATIONAL FOREST
MIDGLEY BRIDGE OBVSERVATION SITE
PARKING LOT
STATEMENT OF WORK
U.S. FOREST SERVICE
January 2026
TABLE OF CONTENTS
| 1.0 GENERAL INFORMATION | 3 |
| 1.1 WORK SUMMARY | 3 |
| 1.2 PROJECT LOCATION | 3 |
| 1.3 PERFORMANCE PERIOD | 3 |
| 1.4 POINTS OF CONTACT | 3 |
| 2.0 PROJECT SCOPE | 4 |
| 2.1 SCOPE | 4 |
| 2.2 SCOPE ATTACHMENTS | 4 |
| 3.0 SCHEDULE OF ITEM DESCRIPTIONS | 5 |
| 3.1 ABBREVIATIONS | 5 |
| 3.2 SCHEDULE OF ITEMS – BASE BID | 6 |
| 3.3 SCHEDULE OF ITEMS – OPTION BID | 7 |
| 4.0 ATTACHMENTS | 8 |
| ATTACHMENT A – 100% CONSTRUCTION DRAWINGS | 8 |
| ATTACHMENT B – 100% PROJECT SPECIFICATIONS | 146 |
1.0 GENERAL INFORMATION
1.1 WORK SUMMARY
Work includes removing existing pavement, replacing pavement and adding drainage inlets and corrugated steel pipes at the Midgely Bridge Observation Site parking lot. A concrete curb and gutter will be utilized to collect water and divert storm water to the drainage inlets. The site will be restriped, new signs with posts will be installed, new traffic delineators will be installed and concrete wheel stops will be added.
1.2 PROJECT LOCATION
The Midgely Bridge Observation Site Parking lot is located 25 miles south of Flagstaff. From the intersection of Buelah Blvd and Lake Mary Rd take AZ-89A south for 25.3 miles. The trailhead parking area will be on the right.
The site coordinates are: 34° 53’ 07” N, 111° 44’ 29” W.
1.3 PERFORMANCE PERIOD
The performance period is 90 calendar days from Notice to Proceed, 90 calendar days of which will account for the full trailhead closure for continuous construction activities.
1.4 POINTS OF CONTACT
Contracting Officer: To Be Determined
Contracting Officer’s Representative:
Andrew Porras, 928-714-6128, Andrew.Porras@usda.gov
2.0 PROJECT SCOPE
2.1 SCOPE
The Contractor shall furnish all supervision, materials, equipment and vehicles, tools, parts, labor, transportation, lodging, and miscellaneous items to complete the required work in accordance with the drawings, specifications, and other attachments referenced and contained herein.
No changes to the specifications, terms, or conditions of this statement of work shall be made without the prior approval of the Contracting Officer, in writing.
2.2 SCOPE ATTACHMENTS
Attachment A – 100% Construction Drawings Attachment B – 100% Project Specifications Attachment C – Schedule of Items (1 Page)
3.0 SCHEDULE OF ITEM DESCRIPTIONS
The following descriptions summarize the work for the Schedule of Items (SOI) listed below. They are not intended to be all-inclusive of the work needed to perform each item. Such work shall be considered incidental to the task and be included in the final costs to perform the work necessary.
3.1 ABBREVIATIONS
Method of Measurement (MoM)
Pay Units
| AQ |
| Actual Quantity |
| CY |
| Cubic Yards |
| LSQ |
| Lump Sum Quantity |
| EA |
| Each |
| LF |
| Linear Feet |
| LS |
| Lump Sum |
| SF |
| Square Feet |
| TN |
| Tons |
3.2 SCHEDULE OF ITEMS – BASE BID
| Item Number |
| Item Description |
| MoM |
| Estimated Quantity |
| Pay Unit |
| 151(01) |
| Mobilization to site |
| LSQ |
| 1 |
| LS |
| 152(01) |
| Construction staking and surveying |
| LSQ |
| 1 |
| LS |
| 154(01) |
| Sampling and testing, including moisture-density and compaction, of subgrade, aggregate base, trail surfacing, and asphalt |
| LSQ |
| 1 |
| LS |
| 201(02) |
| Asphalt milling |
| AQ |
| 14420 |
| SF |
| 204(01) |
| Excavation, embankment, and compaction of subgrade for parking lot. |
| LSQ |
| 1 |
| LS |
| 204(02) |
| Subgrade preparation, including rough and finished grading activities |
| AQ |
| 4201 |
| SY |
| 251(01) |
| Riprap for drain pipe area at trail crossing |
| AQ |
| 5 |
| CY |
| 301(01) |
| Aggregate base course at nine (9) inches of compacted depth |
| AQ |
| 1366 |
| TN |
| 404(01) |
| Minor hot asphalt concrete at three (3) inches of compacted depth, PG 70-10 mix |
| AQ |
| 659 |
| TN |
| 404(02) |
| Minor hot asphalt concrete safety edge, PG 70-10 mix |
| AQ |
| 822 |
| LF |
| 600(01) |
| Traffic and parking signs, including excavation, footings, sign fasteners, posts |
| AQ |
| 3 |
| EA |
| 600(03) |
| Concrete parking bumpers |
| AQ |
| 19 |
| EA |
| 602(01) |
| Drainpipe, with woven and non-woven geoxtile layers, utility bedding, drain rock |
| LSQ |
| 1 |
| LS |
| 634(01) |
| Permanent pavement marking and striping |
| LSQ |
| 1 |
| LS |
| 634(02) |
| Entrance –Striping |
| LSQ |
| 1 |
| LS |
| XXX |
| Inlet |
| AQ |
| 4 |
| EA |
| XXX |
| 18 inch CMP |
| AQ |
| XX |
| LF |
| XXX |
| Curb |
| AQ |
| XX |
| LF |
| XX |
| Concrete pan |
| AQ |
| XX |
| LF |
4.0 ATTACHMENTS
ATTACHMENT A – 100% CONSTRUCTION DRAWINGS
ATTACHMENT B – 100% PROJECT SPECIFICATIONS
image1.png
File details come from the government source that posted it. Updated .