Questions and Answers.pdf
PDF 110 KB Posted
- Attached to
- RFQ for Anchor Load Recertification (FY26-FY31)
- Solicitation number
- W912J626QA006
- Issued by
-
Department of the Army National Guard
About this file
This document is a Questions and Answers file for federal contract solicitation W912J626QA0006, addressing contractor inquiries regarding anchor point inspection, testing, and certification requirements.
The solicitation covers fall protection anchor point services at two locations: Kalaeloa (expiration 9/24/2026) and Hilo (expiration 9/26/2026). The contract will be awarded as a base year plus four option years with five CLINs spanning FY26–FY31: CLIN 0001 (FY26–FY27), CLIN 1001 (FY27–FY28), CLIN 2001 (FY28–FY29), CLIN 3001 (FY29–FY30), and CLIN 4001 (FY30–FY31). The quote deadline is 1000 AM HST on August 31, 2026. Key requirements include inspecting and certifying 18 Type A anchor points rated for 500 lbs. static load (310 lbs. maximum per user with required 5,000 lbs. per user capacity), conducting static proof load testing per CFR 1926.502(d)(15) and (16), performing documented field corrosion assessments (salt spray testing not required), and completing rust treatment, epoxy coating, and welding of metal parts within contract scope. Manufacturer specifications are unavailable as anchors were welded installations. Existing D-ring hardware has not been fall-arrest rated and requires verification. Contractor personnel must comply with security requirements outlined in PWS Section 1.4.6. The Contracting Officer Representative information will be provided to the awardee upon contract award.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Amendment W912J6QA006 0001 Questions and Answers (1).pdf | ||
| Solicitation - W912J626QA006.pdf | ||
| Wage Determination 15-5689.txt | TXT text file | |
| Performance Work Statement - Anchor Load Test.pdf | ||
| Anchor Points Location.pdf |
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Text version
1. Regarding Solicitation W912J626QA006, could you please provide the manufacturer’s specifications for the existing anchor points, specifically the rated working load and rated ultimate load for each anchor type?
a. Manufacturer specifications are unavailable, these were welded installation after.
2. Dynamic and Residual Strength Testing (PWS Sections 5.2 and 5.3) Please confirm whether the Government requires the dynamic strength and residual strength testing exactly as described in the PWS, including the 282 lb drop test, or whether the Government would accept static proof load testing under PWS Section 5.1 with recorded residual deformation as an alternative verification method for installed anchors.
a. Previous testing data shows that static load was done as the minimum requirement.
3. Corrosion Testing (PWS Section 5.5) Please clarify whether ASTM B117 salt spray corrosion testing is required for the installed anchors, or whether a documented field corrosion assessment, including visual inspection, corrosion mapping, section-loss measurement, and photographs, would be acceptable.
a. Salt spray corrosion testing is not required.
b. Documented field corrosion assessment is acceptable.
4. Rust Treatment, Epoxy Coating, and Welding (PWS Sections 3.2 and 3.3) Please confirm whether rust treatment, epoxy coating, and welding of metal parts are required to be included within this contract scope. If repairs are required, can they be handled as a separate scope after inspection findings identify the required repairs?
a. Rust treatment, epoxy coating, and welding of metal parts are required to be included within this contract scope.
5. Anchor Type and Load Information Could the Government provide the ANSI/ASSP Z359.18 anchor type designation (Type A, Type T, or Type D) for each of the 18 anchor points, along with the intended working load/rated load information?
a. Type A; 500 lbs. static – one user 310 lbs. max with required 5,000 lbs. per user
6. Existing Anchor Documentation If available, please provide any existing manufacturer information, installation drawings, weld procedures, or previous inspection/load test certification records for the anchor points.
a. Yes, see attached information.
7. Period of Performance Confirmation Please confirm that the Period of Performance remains September 1, 2026, through September 19, 2026.
a. Estimated performance for the base year is to start by or before the Anchor Points expires on: Kalaeloa- 9/24/2026 and Hilo- 9/26/2026
8. COR and Site Access Information Please provide the COR point of contact information and any installation access procedures or background check requirements for contractor personnel.
a. Installation access procedures and background check requirements of the contractor personnel is as outlined in section 1.4.6. Security Requirements of the
PWS.
b. COR information will be released to the awardee.
9. Solicitation Information Confirmation Please confirm the solicitation number and Government quote due date for this requirement.
a. Solicitation No. W912J626QA0006
b. Deadline for quotes: 1000 AM HST, 31 August 2026.
10. CLIN Period Clarification The solicitation title references FY26–FY31; however, the pricing schedule includes CLINs for FY26 through FY30. Please confirm the correct contract period and option years.
a. This is to be awarded as a base + four option year. The CLINS will show the starting fiscal year of when the CLIN will be exercised. The title of the solicitation references all the fiscal years of which this requirement will fall under.
i. CLIN 0001 - FY26-FY27
ii. CLIN 1001 - FY27-FY28
iii. CLIN 2001 - FY28-FY29
iv. CLIN 3001 - FY29-FY30
v. CLIN 4001 - FY30-FY31
11. What load each anchor is to be tested to, and the length of time the load is to be maintained/held. Could the Government clarify the specific test procedure, load values, and hold duration required for certification?
a. Conduct testing IAW CFR 1926.502(d)(15) and (16).
12. Could the Government confirm whether the existing D-ring hardware has been verified as fall-arrest rated for this application?
a. The D-rings have not been fall-arrest rated for this application.
File details come from the government source that posted it. Updated .