Addendum 03 LHB.pdf
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- Attached to
- Small Arms Range
- Solicitation number
- W912LM21R1001
About this file
This solicitation requests proposals for a firm fixed-price construction contract to build a small arms range and combined arms collective training facility. The scope of work includes manufacturing and installing a containerized firing range, as well as conventionally constructing the CATF building attached to the range. The contractor must provide all labor, materials, equipment, and supervision to complete the site work, utilities, structures, architectural, mechanical and electrical systems. The project magnitude is between $5-10 million, with a 360-day completion schedule after notice to proceed. The pre-proposal conference will be held on June 3rd at the 148th Fighter Wing Base in Duluth, Minnesota, followed by a site visit. Questions are due by June 19th, and proposals are due by June 22nd. The evaluation factors are best value past performance and price. The solicitation is set aside for small businesses with a NAICS code of 236220 and $39.5 million size standard. The Department of the Army Minnesota Army National Guard is the contracting agency.
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Text version
Construct Small Arms Range 6/29/2021
FMKM179063
ADDENDUM 03 Page 1 of 1
LHB #180940
ANSWERS TO CONTRACTOR QUESTIONS:
1. Question: There are multiple new walls shown on sheet A101 that are not defined. Please indicate wall types on all walls.
Response: Exterior masonry wall is defined on wall sections. There is to be wall furring at interior face of exterior masonry walls rooms Open Office 101, Classroom 102, Women’s Toilet 104, and
Men’s Toilet 106.
2. Question: Review wall type M8 as scheduled. This is currently defined as a stud wall. Also provide clear description & location of any furring / gyp systems at masonry walls.
Response: This is not a stud wall it is an 8” cmu wall.
3. Question: Multiple details should resilient channel added to gyp walls. Please provide a detail including spacing for this material and define where this is located.
Response: control joints are required per Spec 09 2116 3.05A. Steel stud framing is acceptable in lieu of resilient channels. See revision to Detail 6/A511 noted this Addendum. Assume (3) locations of control joints in gypsum board along north wall of Circulation 110. Locations to be coordinated in the field.
CHANGES TO SPECIFICATIONS: none
CHANGES TO DRAWINGS:
4. Refer to Drawing Sheet A101 – FLOOR PLAN:
a. Add partition Type Key F3 at interior face of exterior masonry wall rooms Open Office 101, Classroom 102, Women’s Toilet 104, and Men’s Toilet 106.
5. Refer to Drawing Sheet A511 – INTERIOR DETAILS AND PARTITION TYPES:
a. At Partition Type M8, omit note about stud size. Partition is 8” cmu.
b. Omit Detail 4.
c. At Detail 6, omit reference to fire caulk and resilient channel. Framing to be steel stud, acoustic insulation rather than thermafiber.
ATTACHMENTS: none
End of Addendum 03
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