Technical Question Answers.docx

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Y1DZ--Nutrition & Food Servicesand Eye/ PT Clinic Addition - - Construction - Louis A. Johnson VAMC
Solicitation number
36C77623B0031
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This document contains technical questions and responses related to a construction solicitation for a Nutrition & Food Services and Eye/PT Clinic Addition project at the Louis A. Johnson VA Medical Center. Key details include specifications for four patient lifts of varying weight capacities for exam rooms and a gym, as well as questions regarding foundation waterproofing, construction access, expansion joints, cold-formed metal framing, and coating requirements. The solicitation number is 36C77623B0031 and involves the Department of Veterans Affairs Technology Acquisition Center Austin. Relevant response dates are provided from September 13, 2023 through October 18, 2023.

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SOLICITATION # 36C77623B0031

PROJECT NAME: Nutrition & Food Services and Eye/ PT Clinic Addition - Clarksburg VAMC - Construction

TECHNICAL QUESTIONS AND VA RESPONSE TRACKING SHEET

ITEM

NO.

DATE QUESTION RECEIVED
DATE QUESTION ANSWERED
QUESTION
GOVERNMENT RESPONSE
1.
9/13/2023
10/18/2023
Section 11 73 00 / Patient Lifts

Part 2 Product

2.3 Lift Unit

Please confirm there are four (4) total lifts, Exam Rooms 1, 2, and 3 on the 1st floor and one (1) lift in the gym?

Patient lifts will be purchased by the VA and installed by the manufacturer. Gym (1122F) is the only room to have a patient lift.

2.
9/13/2023
10/18/2023
Section 11 73 00 / Patient Lifts

Part 2 Product

2.3 Lift Unit

Please confirm if the exam rooms are where the 625 lb. ceiling lifts will be placed, and the gym is where the 1,000 lb. bariatric lift will be placed?

Patient lifts will be purchased by the VA and installed by the manufacturer.

3.
9/13/2023
10/18/2023
Section 11 73 00 / Patient Lifts

Part 2 Product

2.3 Lift Unit

In the exam rooms, will an 800 lb. lift be acceptable to meet the 625 lb. weight requirement?

Patient lifts will be purchased by the VA and installed by the manufacturer.

4.
9/13/2023
10/18/2023
Section 11 73 00 / Patient Lifts

Part 2 Product

2.3 Lift Unit

In the gym, will dual parallel rails with twin 550 lb. motors and a wall charging system that exceeds the 1,000 lb. requirement be acceptable?

Patient lifts will be purchased by the VA and installed by the manufacturer.

5.
9/19/2023
10/18/2023
Specification 051200-1.5 – Can the requirement for AISC QCP Fabrication & Erection be waived? This requirement severely limits the amount of steel bidders and further limits the competition since there are no AISC members in the Clarksburg region.
Requirement was included as part of VA Standard specification section.
6.
9/20/2023
10/18/2023
Would it be possible to have a walk through for our subcontractors to see the site?
Second walk through was completed on 10/2/23
7.
9/20/2023

Sections 1 & 2/A313 Section 1 indicates a liquid, factory applied (A301 Keynote 5) waterproofing/vapor barrier at metal wall panel locations.

Section 2 doesn’t indicate an air/vapor barrier within the masonry wall cavity.

Please confirm that an air/vapor barrier is not required at masonry cavities.

Air/vapor barrier is not required at masonry cavity.

8.
9/20/2023
10/18/2023
Please confirm that foundation waterproofing is not required on this project. If it is, please provide a specification and direction.
Foundation waterproofing not required. Waterproofing only required if finish grade extends above elevation of slab on grade.
9.
9/20/2023
10/18/2023
Is there a possibility that the RFI date of 09/21/23 will be extended since the bid date is not until October 19th?
10.
9/21/2023
10/18/2023
Access to the work area is limited to a small vehicular/pedestrian passage as noted in the picture below. We do not believe this access will permit the necessary construction equipment (i.e., cranes, drill rigs, etc) and materials (steel, AHUs, etc) to be delivered to the work area. Is it acceptable for the Contractor to construct a temporary construction access road from the WV Veterans Nursing Facility drop-off lane? This will greatly impact the daily operations of this facility and will require restoration of the disturbed area. Another option would be to demo the lid and pedestrian ramp within the passageway. If neither of these is acceptable, please confirm how the VA would prefer us to access the work area.

Means and methods are the purview of the contractor. However, our constructability experts have looked at materials and equipment access to the site and have determined that, through the use of the CLC parking lot, cranes and other conveyance equipment, construction access is possible using the vehicular/pedestrian passage.

11.
9/21/2023
10/18/2023
Will all kitchen equipment be purchased by the VA?

Please note that on Sheet QF601:

Items #5, 18, 21, 22A, 22B, 22C, 26, 27, 28 & 29 will be purchased and installed by the contractor. The remaining equipment is listed correctly to be purchased by the VA.

12.
10/04/2023
10/18/2023
Detail 9/A322 – This detail currently indicates a roof membrane “trough” between the tube steel and parapet. Please confirm that the roof construction as detailed is accurate. We recommend sloping the roof membrane over blocking from the tube steel to the parapet blocking to avoid potential water infiltration issues.

This solution is acceptable.

13.
10/04/2023
10/18/2023
Specification 075323 – Section 1.6B 1&2 – Are we required to include two separate roofing inspectors/observers, or does this indicate two different options? Please clarify.
This can be the same person.
14.
10/04/2023
10/18/2023
Specification Section 015000 Temporary Facilities was not included in the specs. Does this specification exist and if so can it be provided?
Temporary facility requirements described in Section 01 00 00.
15.
10/05/2023
10/18/2023
Drawing AF100 – Column Line 6 – Expansion Joint EJ-2 – Please confirm that wall expansion joint EJ-3 is not required at all vertical wall conditions along EJ-2.
EJ-3 is required at all vertical wall conditions.
16.
10/05/2023
10/18/2023
Detail 4/A313 – Please confirm that the noted expansion joint filler is 2HR Fire Blocking as detailed in EJ-4(3/AF101).
Confirmed.
17.
10/05/2023
10/18/2023
Detail 9/A502 – Please confirm that the only required EJ-4(3/AF101) component for this condition is the 2HR Fire Blocking.
Confirmed.
18.
10/06/2023
10/18/2023
Spec 090516, 1.1, B states “remedial floor coating for concrete floor slabs having unsatisfactory moisture or ph conditions”. Until these slabs are tested (some of which do not exist now), we have no way to know if subsurface preparation is required. For the basis of bid, please identify the slabs to be treated on the drawings, or give a SF quantity of slabs to be treated.
Test all slabs as follows:
I.Existing basement slab on grade
II.Existing first floor slab
III.New basement slab on grade
IV.New first floor slab
19.
10/06/2023
10/18/2023
Spec 014500, 3.2, C states “The following additional requirements apply to the DQC Plan for DB projects only and not DBB projects”. As this is a DBB project, please confirm that “Additional Requirements for Design Quality Control” as well as a DQC Manager are not required.
“Additional Requirements for Design Quality Control” and DQC manager are not required.
20.
10/10/2023
10/18/2023
Please provide a specification for cold-formed metal framing.
Refer to specification 09 22 16 for non-structural metal framing requirements.
21.
10/10/2023
10/18/2023
Please provide the galvanized coating required for the studs in the rooftop mechanical enclosure walls.
Per specification 09 22 16, use G40 for all non-structural metal framing.

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