C-3 QA 1240BJ26Q0003.docx
DOCX document 18 KB Posted
- Attached to
- Kenai Lake Work Center Storage and Security Federal contract opportunity
- Solicitation number
- 1240BJ26Q0003
- Issued by
- Department of Agriculture Forest Service
About this file
This is a Questions and Answers document for solicitation 1240BJ26Q0003 addressing six clarification inquiries regarding the Kenai Lake Work Center pole barn construction project. The responses provide critical technical specifications and scope clarifications for contractors bidding on the base and option items.
Key technical clarifications include: the 25-foot bay spacing on frame gridlines is mandatory to accommodate ingress and egress of large equipment and materials; the front opening structure must maintain a clear height of 12 feet 10 inches, with the roof slope of 2 inches per 1 foot dictating the low-end wall height; sidewalls, endwalls, and the front wall top section require metal wall panel/siding cladding per elevation drawings A3.1 and A3.2; and electrical conduit for the optional security fencing must be priced as part of the Option Item, not the Base Item. Additional clarifications specify that no field office is required for the Forest Service project team, and that Insulated Concrete Forms (ICF) are acceptable as an alternative for the underground foundation portion provided the dimensions, volume, and reinforcement specifications match the contract drawings. The project involves a pole barn building with grading and stormwater drainage improvements, dry utility installation, and transformer relocation and security fencing as option items, with performance scheduled from April 21, 2026 through November 30, 2027 at Mile 24 Seward Highway in Seward, Alaska.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| C-4 Seward Electric Estimate.pdf | ||
| C-2 Attachment 3-2 Updated Location and Drainage.pdf | ||
| C-2 Attachment 8 Geotechnical Memo.pdf | ||
| C-3 QA 1240BJ26Q0003.docx | DOCX document | |
| C-1 RFQ 1240BJ26Q0003 - Kenai Lake Work Center Storage and Security.pdf | ||
| C-2 Attachment 3-1 Updated Phasing Plan.pdf | ||
| C-2 Attachment 7 Bid Bond SF24.pdf | ||
| C-2 Attachment 1 SOW.pdf | ||
| C-2 Attachment 5 Wage Determination Construction.pdf | ||
| C-2 Attachment 2 Specifications.pdf | ||
| C-2 Attachment 3 Pole Barn Plans.pdf | ||
| C-2 Attachment 4 Map.jpg | JPG image | |
| C-2 Attachment 6 Quote.docx | DOCX document |
Show all 13
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Text version
Question and answers for solicitation 1240BJ26Q0003 - Kenai Lake Work Center Storage and Security
1) On the grid lines for the 25' bay spacing on the frames, is this pre-set to 25' and required for ingress and egress or can we close these bays in around the 10-15' spacing?
Yes, 25’ bay spacing is required for ingress/egress of moving large equipment and materials in and out.
2) On the front elevation "High to low" end. What is the minimal clearance needed under truss at the low and also at the high side for clearance?
The front opening of the structure needs to have a clear opening height of 12’10”. See A3.2 Detail 2 (Side Elevation) shows that the top of the roof on the low side where the back wall intersects it is also 12’10”. The front opening clear area of 12’10” and the slope of the roof (2”/1’) dictate the height of the low end.
3) Is the structure to remain open on all walls or closed off at any point? Or are there sidewalls / endwalls that will be cladded? This will help determine sheer wind and uplift.
The sidewalls and endwalls and the top of the front wall are clad in metal wall panels/siding. This is shown on the elevation drawings (A3.1, A3.2).
4) Do you want Electrical conduit ran to where the electric will be needed for the optional Security Fencing included in the base bid so that it is there when and if the option is awarded?
The cost of running the electrical conduit for the optional security fencing should be included in the Option Item pricing, not included in the Base item pricing.
5) Are we to provide a field office for the Forest service project team?
No.
6) Would ICF (insulated concrete forms) be an alternate for the poured concrete foundation? The top section would be wood formed and ICF on the lower portion of the wall.
ICF could be an acceptable alternative for the underground portion of the foundation as long as the dimensions, volume and similar shape of the concrete and reinforcement as shown on the drawings could be created using the ICF’s.
File details come from the government source that posted it. Updated .