21R1337 Note 3.pdf
PDF 194 KB Posted
- Attached to
- FY22 MCAF P-1366/AJJY073105P2, APR – MUNITIONS STORAGE IGLOOS PHASE 2, ANDERSEN AIR FORCE BASE, GUAM
- Solicitation number
- N6274221R1337
About this file
This document contains a notice of questions and answers related to a solicitation for construction services. The solicitation is for the design-build construction of eight new earth covered munitions storage igloos and magazines at Andersen Air Force Base in Guam providing a total of 16,000 square feet of storage space. Structural, lightning protection, and mechanical work will be design-bid-build while earth berm construction, coatings, site improvements, roadways, aprons, and utilities will be design-build. The notice provides clarification that the roof topping slab thickness for the igloos shall be 6 inches thick. Additionally, the notice confirms that the design of unreinforced concrete aprons will be determined by the designer of record, and that final drawings and basis of design for a previous phase will not be provided at this time but can be provided after award.
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Other files
| File | Type | Posted |
|---|---|---|
| 21R1337_AMD5.pdf | ||
| 21R1337 Note 8.pdf | ||
| 21R1337 Note 7.pdf | ||
| 21R1337_AMD4.pdf | ||
| 21R1337 Note 5.pdf | ||
| 21R1337 Note 6.pdf | ||
| 21R1337_AMD3.pdf | ||
| 21R1337 Note 4.pdf | ||
| 21R1337_AMD2.pdf | ||
| P1366 SV SignIn.pdf | ||
| 21R1337 Note 2.pdf | ||
| 21R1337_AMD1.pdf | ||
| 21R1337 Note 1.pdf | ||
| 1a_P-1366 - Final RFP - DB RFP.pdf | ||
| 1b_P-1366 - Final RFP - Drawings.pdf | ||
| 21R1337-RFP.pdf |
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Text version
Notice No. 3
9 August 2021
PRE-PROPOSAL QUESTIONS & ANSWERS
RFP N62742-21-R-1337
FY22 MCAF P-1366/AJJY073105P2, APR-MUNITIONS STORAGE IGLOOS, PHASE 2,
ANDERSEN AIR FORCE BASE, GUAM
NOTE: The following questions and answers are provided for INFORMATION ONLY. The RFP remains unchanged unless it is amended in writing on a Standard Form 30.
5. Ref. Drawing S-301. Page: 27 of 69 (among others) Sections B1 & C1. These Sections call out the roof topping slab as having a 4” depth. Refer to Drawing S-302 (28 of 69, among others), Sections A1, A3, and A4. These Sections indicate the roof topping slab as 6” thick.
Please clarify.
ANSWER: Munitions storage igloo concrete roof topping shall be 6” thick. See revised note on S-301 included in Amendment No. 0002.
6. Ref. Drawing C-301 AND C-501. Page: 21 of 69, Section B3 AND 57 of 69 Sections A4,B4,D4. These sections show an unreinforced concrete apron (PCC). Please confirm the intent of the design is to have the PCC apron unreinforced.
ANSWER: PCC apron design shall be determined by the Designer of Record as part of the Part B (Design-Build) scope of work.
7. Ref. Drawing GB004 (4 of 24). Makes reference to P-3105 (Phase 3) Project in the plan titled, SCOPE OF WORK SUMMARY and notes 4 and 6. We request that the final approved drawings and basis of design be provided from the referenced project P-3105 (Phase 3).
ANSWER: The final drawings and Basis of design for Phase 3 will not be provided at this time.
The phase 3 final drawings will be provided after award to the successful offeror.
8. Ref. General Inquiry. This project contains elements of DB and DBB. Is it the intent of the Government to have a single set of drawings that combines both DB and DBB elements for any of the design deliverable submissions? If so, will the Government provide the CAD drawings of the DB portion of this project to the successful offeror?
ANSWER: No, DB Design will be a standalone design package.
DEPARTMENT OF THE NAVY
NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND, PACIFIC
258 MAKALAPA DRIVE, SUITE 100
JOINT BASE PEARL HARBOR HICKAM, HAWAII 96860-3134
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