See Attached document - Attachment 1 Questions and Answers Request 7.12.2023.doc
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- Solicitation number
- 36C26323R0058_1
About this file
This document provides answers to questions from potential offerors on a solicitation for the renovation of expanded polytrauma care space at the Minneapolis VA Health Care System. Renovation work includes general construction, electrical, plumbing and associated trades. A site visit was held and no additional visits are scheduled. Bariatric patient lifts with 1,000 pound capacity are required in the physical therapy gym. Temporary HVAC will be needed to support phasing. The existing med gas risers are adequate with reduced bed count. The project is set aside for verified service-disabled veteran-owned small businesses. The estimated value is between $10-20 million. The agency is the Department of Veterans Affairs VHA VISN 23.
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Solicitation Questions and Answers
| # |
| SPEC/Drawing Reference |
| Question |
| Answer |
| 1. |
| N/A |
| Will there be additional opportunities for site visits for interested subcontractors? |
| A site visit and pre-bid meeting were hosted on June 26, 2023. No additional site visits will be scheduled. |
| 2. |
| 11 73 00 |
| Ceiling Mounted Patient Lift System. Please confirm weight capacity for the lifts in the PT area. Q-601 Equipment Schedule indicates JSN# A1203 are bariatric lifts. |
Refer to specification section 11 73 00 2.2 B which states bariatric lifts are to be rated for 1000 lbs. All patient lifts in the Therapy gym are to meet the 1000 lbs requirement.
| 3. |
| 1390-MP104 |
| Sheet 1390-MP104, Keynote 9 references a temporary AHU sized per mechanical schedule; however, we are unable to locate additional information on this temporary unit. Please advise. |
| Temporary AHU minimum size shall be the same as the new unit, see M-700 series sheets. Existing service shall be resupplied based on Pre-Construction TAB report. |
| 4. |
| F4/A512 |
| Are there any structural modifications needed to the existing concrete slab to make this detail work? |
| Yes. The slab is a structural element and that is being modified with this detail to install a floor drain. |
| 5. |
| F4/A512 |
| Have structural calculations to the existing concrete floor modifications been performed by the VA? |
| The AE conducted a structural analysis to ensure all design elements preserved the structural integrity of the building. |
| 6. |
| F4/A512 |
| This detail appears to show the existing concrete deck to be about 7” thick. Has this been referenced with the Minneapolis VA as-builts for actual floor thickness? |
| The structural elements were verified via as-builts and LIDAR surveys to ensure they were accurately assessed. |
| 7. |
| F4/A512 |
| This detail states to modify existing slab as required to install new work. What modifications are expected? |
| The successful bidder’s floor drain installer will saw cut the slab to install the floor drain. Some hand tools may be required to allow a flush setting with the flooring. The MFR’s requirements should be adhered to regarding installation best practices and will be reviewed during the shop submittal phase with the coordination drawings required by contract. |
| 8. |
| A512 |
| This drawing shows many “standard” details. Has the existing conditions of the Minneapolis VA Interstitial space and structural concrete floor been considered? |
| Other than detail F4, the conditions depicted on sheet A-512 do not affect the interstitial space. |
We have considered all elements of this project in great detail including the structural concrete floor.
| 9. |
| a3/A551 |
| Has this detail considered the Minneapolis VA interstitial space for conflicts and connections? |
| The condition depicted on A3/A-551 does not affect the interstitial space. |
The interstitial space was evaluated in great detail to avoid conflicts with existing equipment. It was LIDAR scanned and a scan to BIM process was utilized to correctly place existing equipment and coordinate new equipment and fixtures with existing conditions. See Addendum 00001 for your records.
| 10. |
| C3/A551 |
| Has this detail considered the Minneapolis VA interstitial space for conflicts and connections? |
| The condition depicted on C3/A-551 does not affect the interstitial space. |
The interstitial space was evaluated in great detail to avoid conflicts with existing equipment. It was LIDAR scanned and a scan to BIM process was utilized to correctly place existing equipment and coordinate new equipment and fixtures with existing conditions.
| 11. |
| E1/A551 |
| Has this detail considered the Minneapolis VA interstitial space for conflicts and connections? |
| The condition depicted on E1/A-551 does not affect the interstitial space. |
The interstitial space was evaluated in great detail to avoid conflicts with existing equipment. It was LIDAR scanned and a scan to BIM process was utilized to correctly place existing equipment and coordinate new equipment and fixtures with existing conditions.
| 12. |
| B6/A551 |
| Has this detail considered the Minneapolis VA interstitial space for conflicts and connections? |
| Yes. Additionally, per specification section 117300, structural engineering shall be performed by the contractor as a requirement of the ceiling mounted patient lift system. |
The interstitial space was evaluated in great detail to avoid conflicts with existing equipment. It was LIDAR scanned and a scan to BIM process was utilized to correctly place existing equipment and coordinate new equipment and fixtures with existing conditions.
| 13. |
| F1/AD104 |
| Has the existing fire sprinkler main been considered for conflicts with the door change location in Stairwell 8? The existing fire sprinkler main valves appear to be in conflict with the new proposed door opening. |
| The location of the fire sprinkler main shall retain the same relationship as the existing door on the adjacent wall. See sheet FX104. |
Yes, please see F1-FXD104i.
| 14. |
| General |
| Is a trash chute acceptable for debris removal? |
| Do to the adjacent lower level obstructions (mental health ward on the east and IT chiller farm on the west) a trash chute is not feasible |
| 15. |
| F2/P602 |
| Will there be any concrete structural beam conflicts with the FD-Z drains proposed to be used? |
| Coordination drawings per Specification 22 05 11 Part 1.4.H shall be submitted |
| 16. |
| General |
| Where is the staging area for materials? |
| Please see attached Presentation from Site Walk |
| 17. |
| General |
| Where is the staging area for a job trailer office? |
| Please see attached Presentation from Site Walk |
| 18. |
| General |
| Is staging at Ft. Snelling acceptable? |
| Yes contractor is responsible for providing secure storage location. |
| 19. |
| D1-4, D4-4, D-5-4 |
| All 3 of these drawings appear to be the same, are there different drawings that were not released? |
| . |
Yes all three are the same, removing attachment D-4 and D-5
| 20 |
| 25 10 10 |
| Is there anything needed for advanced metering, we do not see anything on the drawings? |
| Specification 25 10 10 is not required. |
| 21 |
| Spec 26 05 33 2.1 A & B.1 |
| Typically, ½” EMT is acceptable for power & lighting circuits where in accordance with the NEC Code, is this acceptable? |
| Minimum conduit size shall be ¾”. |
| 22 |
| Spec 26 05 33 2.1 C.2.c |
| Typically, fittings on EMT are set screw type with insulated throats on ½”, ¾”, & 1” and thread on bushings on sizes above that. Is this acceptable? |
| Provide compression couplings with insulated throats as specified. VA will evaluate any proposed substitutions during shops submittals. |
| 23 |
| Spec 26 05 33 3.3 B.4 |
| For light fixture whips, is hospital grade MC cable still acceptable? |
| Provide flexible metal conduit as specified. |
| 24 |
| Spec 26 43 13 |
| Are surge protective devices required on the life safety and/or critical panels? |
| SPDs are required on all panels. |
| 25 |
| Spec 27 05 33 2.1 C.3.b |
| Typically, fittings on EMT are set screw type with insulated throats on ¾” & 1” and thread on bushings on sizes above that. Is this acceptable? |
| Minimum conduit size shall be ¾”. |
| 26 |
| Spec 28 05 28.33 2.4.C.3 |
| Typically, fittings on EMT are set screw type with insulated throats on ¾” & 1” and thread on bushings on sizes above that. Is this acceptable? |
| Provide compression couplings with insulated throats as specified. VA will evaluate any proposed substitutions during shops submittals. |
| 27 |
| 26 05 19 and EP104 |
| Should all the homeruns be new? Should the power homeruns be a minimum size of #10? |
| All homeruns shall be new. Follow NEC and feeder schedules for cable and conduit sizing, E-703. |
| 28 |
| T104i |
| Will all the basket tray be in place for the new Cat 6A cable or is it new on this project? |
| Contractor shall bid new cable tray to ensure a stand-alone project. |
| 29 |
| 27 52 23 |
| Rauland 5 nurse call requires a Cat5E or Cat 6, is a Cat 6A required? The cable is larger and does not fit well with the devices? |
| CAT 6A is VA standard. |
| 30 |
| 27 11 00 |
| The interstitial space is not a plenum area, is plenum cat 5E/6/6A required to be plenum? |
| Provide plenum rated cable. |
The distance to the server room they did not say where the server location was if it’s in another building. Could you please clarify this location?
The Main Server Room is located in the Building 70 Basement BH-111A.
Could you please provide how many PA’s are needed or where they are located?
Public announcement speakers are not showing on plans.
The floor plans did not include Zone lights on the floor plans. normally they would be by the nurse stations. none are shown. any these anticipated as being needed?
No, zone lights are not required in nurse stations. They are only required in front of patient rooms, which have been provided.
| 34 |
| Reference Cover Sheet – Contractor Scope of work |
| Please confirm the VA will Relocate all current occupants in 4H and 4K for the duration of the project. |
| Confirmed. |
| 35 |
| Reference Drawing Cover Page 1390-GI000 Contractor Scope of Work |
| Please confirm the contractor is required to hire a third-party inspection consultant. |
Confirmed, third-party inspections shall be performed for all Divisions.
| 36 |
| Reference Drawing Cover Page 1390-GI000 Contractor Scope of Work |
| Will the inspection consultant only be responsible for the special inspections listed under spec section 014535.0? |
Special Inspections and third-party inspections are distinct/separate scopes of work.
| 37 |
| Reference Drawing Cover Page 1390-GI000 Contractor Scope of Work |
| Please provide a list of all required inspections/reports for that the third-party inspector will need to perform for the project. |
Third-party inspections shall be performed for all Divisions.
| 38 |
| Reference Drawing 1390 – GI204 Phasing Plan Level 4 Phase 1 |
| Please confirm the contractor will be able to work on multiple phases at the same time |
| No, follow the Phasing plan identified on the drawings. |
| 39 |
| Reference Drawing 1390 – GI200 Detail F7 Architectural Site Plan |
| Please provide a picture of the fence and structure to be removed. |
Yes chain link fence, and the structure is a mobile construction trailer is estimated to be removed by November 1, 2023
| 40 |
| Reference Specification Section 019100 Page 164 of 1477 Paragraph 1.9 A |
| Please confirm the VA is responsible for hiring the Commissioning Agent. |
Confirmed.
| 41 |
| Reference Drawings 1390-Q-401 JSN Equipment List Items U0090 – U0093 |
Please Provide the make and model or basis of design for the Lift System.
Please see bidding documents submit called single source justification there is a patient lift in that folder, brand name is Medcare Brand lift system.
| 42 |
| Reference Drawing 1390 – AD124 General Demolition Note D |
Please confirm the number of doors and hardware sets the VA will be salvaging prior to the start of construction.
VA does not anticipate salvaging doors and hardware, contractor is to remove door cores and turn over to VA.
| 43 |
| Reference Patient Lift Support Detail on sheet 1390-A-551 |
Note 5 does not identify the steel bracing member required between steel joists. Please provide Structural Steel drawings and Details for new patient lifts.
Contractor shall design and submit sealed structural shop drawings.
| 44 |
| Reference Patient Lift Support Detail on sheet 1390-A-551 |
Please confirm Steel Joists are Existing.
Contractor shall design and submit sealed structural shop drawings.
| 45 |
| Reference Patient Lift Support Detail on sheet 1390-A-551 |
What is the span between the existing steel joists
Contractor shall design and submit sealed structural shop drawings.
Will the new AHU require a new housekeeping pad? If yes, please provide a housekeeping pad detail.
AHU shall be supported by a pre-engineered base in accordance with manufacturer’s requirements.
Where will specification 071300 be applied on this project?
Specification 071300 shall be used for the Shower Pan Waterproofing Sheet as outlined in specification section 071300.2
Keynote 6 on drawing MD104, keynote 7 on drawing MD104i, keynote 12 on M104 and keynote 10 on M104i describe a temporary AHU to serve supply mains during replacement of AHU. None of these keynotes are seen tagged on any of these drawings. Given that the AHU only serves the construction area, please confirm no temporary HVAC is required.
Temporary cooling is required support the Phasing plan while mechanical equipment is being replaced and commissioned. Temporary AHU minimum size shall be the same as the new unit, see M-700 series sheets. Existing service shall be resupplied based on Pre-Construction TAB report.
Specification section 251010 Advanced Utility Metering System was issued with the bid documents. Please confirm no metering is required as a part of this project. If it is required, please clarify systems it is required on and what vendor/manufacturer provides this metering for the VA.
Specification 25 10 10 is not required.
Are there any noise sensitive areas surrounding the construction area (above, below or adjacent to 4H and 4K)? If so, will any construction activities need to be performed off hours?
Follow Specification 01 57 19 Part 1.5.E.
The med gas risers in the mechanical room during the walkthrough were seen to be sized differently than shown on plans. MV-3/4” MA-1” and O-1/2” are what are currently in mechanical room. New piping is larger than these risers are able to provide. Does the piping need to be demolished and increase in size to accommodate the larger piping shown to serve the project area?
Due to the reduced bed load, the existing risers are adequate and due not need to be replaced. See addendum 0001.
Per detail A4 on page M-501, can a manual air vent be used instead of an automatic air vent? This would eliminate need for extra piping to floor drain.
Install auto air vents as designed.
Detail B1 on page M-503 shows steam safety valve detail, nothing else is shown on plans, please advise if this is a part of this project.
MPLS VAMC shops require steam safety valves up stream of all coil connections. The detail applies to all new steam connections.
Detail C8 on page M-502 shows pump detail, nothing else is shown on plans, please advise if this is a part of this project. What is the finish of the headwalls?
Detail is applicable as a reference. Existing hydronic pumps will be reused, rebalanced, and commissioned to serve new HVAC equipment for this project.
Which company oversees the metering system at the VA? Does the VA have a good point of contact for this company?
Refer to the response for question 20.
Will the VA consider issuing an additional site visit made available?
No, see question 1
Can the VA confirm that there is an existing exhaust fans house keeping pad and what the exact size of the pad?
There is not currently a housekeeping pad for EF 57. The dimensions for the RF 24 housekeeping pad are 66” x 54” x 6”.
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