Exhibit 11 - EGWW Aquatherm Pre-Proposal RFI Log 8.18.20.docx

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Edith Green Wendell Wyatt (EGWW) Federal Building - Aquatherm Domestic Hot Water Service (DHWS) Pipe Replacement (Project 1)
Solicitation number
EQ10PCPA2-20-0026
Issued by

About this file

This document contains a pre-proposal request for information log and related federal contract opportunity for domestic water piping replacement projects at the Edith Green-Wendell Wyatt Federal Building in Portland, Oregon. The General Services Administration is seeking to replace failing polypropylene piping with copper for the primary domestic hot water loop and Zone 1 domestic hot water loop in Project 1. This will include new supply and return risers, pressure reducing valves, pumps, distribution piping, drops and fixture connections. Architectural work involves enclosures, wall and ceiling repairs. Additional commissioning, construction management and after-hours monitoring services are required. Project 2 scope was not specified but may include similar domestic water system replacements. The solicitation number provided is for Project 1 with responses due by the date listed on betaSAM.

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Other files

File Type Posted
EGWW Aquatherm DHWS Replacement (Project 1) - Solicitation 8.26.20 (Amd 02).docx DOCX document
EGWW Aquatherm DHWS Replacement (Project 1) - Agreement 8.26.20 (Amd 02).docx DOCX document
Exhibit 7 Wage Determination Gen Decision OR20200029 Mod 8 08.21.2020 (Amd 02).pdf PDF
Exhibit 11 - EGWW Aquatherm Pre-Proposal RFI Log 8.26.20 (Amd 02).docx DOCX document
Amd 02 SF30.pdf PDF
Exhibit 7 Wage Determination Gen Decision OR20200029 Mod 7 08.14.2020.pdf PDF
EGWW Aquatherm DHWS Replacement (Project 1) - Agreement 8.18.20 (Amd 01).docx DOCX document
Amd 01 SF30.pdf PDF
EGWW Aquatherm DHWS Replacement (Project 1) - Solicitation 8.18.20 (Amd 01).docx DOCX document
EGWW Aquatherm DHWS Replacement (Project 1) - Solicitation 7.23.20.docx DOCX document
Exhibit 00 Pre-Proposal Conference Job Walk.docx DOCX document
EGWW Aquatherm DHWS Replacement (Project 1) - Agreement 7.23.20.docx DOCX document
Exhibit 10 Project Experience.docx DOCX document
Exhibit 9 Key Personnel Resume Format.docx DOCX document
Exhibit 2 SF1442 (P1).pdf PDF
Exhibit 5 GACA - GSA Affiliated Customer Accounts May 2014.docx DOCX document
Exhibit 7 Wage Determination Gen Decision OR20200029 Mod 6 07.17.2020.pdf PDF
Exhibit 3 EGWW DHWS Design Build SOW (P1).docx DOCX document
Exhibit 6 Price and Services Schedule (P1).docx DOCX document
Exhibit 8 GC Reps and Certs May 2020 508 (P1).docx DOCX document
Exhibit 0 SBU Document.docx DOCX document
Exhibit 4 Performance Evaluation Survey - Commercial Client.docx DOCX document
EGWW Aquatherm DHWS Replacement (Project 1) - Solicitation 7.23.20.docx DOCX document
Exhibit 1 Schedule (P1).pdf PDF
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EGWW Aquatherm Pre-Proposal RFI Log

Copper is stated as the new piping system please confirm the following:

1. Per P100 it is stated that press can be used from ½” to 2” - Refer to P100 2018 section 5.3.6.8 “Press fitting systems may be used between ½” to 2” where approved by code and with approvals and certifications but shall not be used in concealed locations”. HDR concurs -- press fittings may be used in sizes up to 2”.

i. Can Mechanical couplings such as Victaulic or Groove Lock be used on 2” and above Copper? No, per P100. HDR concurs.

ii. Can press be used in lieu of Solder or brazing on sizes 2-1/2” and larger? No, P100 indicates that press fittings can only be used ½” to 2”. HDR concurs.

iii. Can Wirsbo/PEX be used to final run outs to kitchen sinks or lavatories? No per P100. HDR concurs.

iv. Can Stainless Steel be used as a piping material with thread or grooved fittings? SS can be substituted for copper but fittings must be requirements in P100. HDR concurs and suggests that mechanical fittings that comply with applicable plumbing codes can be used in stainless steel piping at exposed locations. Concealed fittings must be welded.

v. Please indicate the sizes of copper that are required to be soldered and what ones are to be brazed? Typically, 2” and under are solder, 2-1/2” and above are brazed. This is acceptable. HDR concurs.

1. During the job walk there was green Aquatherm piping/fittings spotted on other non-potable piping. Please clarify if there is any scope on the following:

1. Rainwater piping (the fittings are the same material as the domestic piping)? No replacement of rainwater piping is anticipated.

2. HVAC piping? JNo replacement of HVAC piping is anticipated.

3. Non-Potable piping (IE irrigation, boiler make up, etc) No replacement of non-potable water except what is indicated in the PDS is anticipated.

2. Overall, please be specific on what Aquatherm is going to remain in the building:

1. Rainwater? See the SOW

2. HVAC piping? See the SOW

3. Non-Potable? See the SOW

4. Branch lines feeding areas such as private bathrooms or sinks in areas that are “private” please give area of no work No replacement of domestic cold water piping to connections in tenant areas is anticipated.

5. From package 1 & 2 is the intention to leave the DCW riser and branch line piped in Aquatherm and make attachment with copper to the existing DCW Aquatherm branch line within the riser closet? Intent is to replace concealed DCW piping above restroom ceilings to the fixture connections. The transition to copper can be done in the riser closet. DCW riser will remain.

3. Current concrete slabs/floors

1. Please indicate if any of the slabs are Post Tension?

Contractor to review structural plans to verify. Government does not believe that any post tension slabs exist in this facility.

2. Please indicate if GPR (scanning) is required for new core holes?

GPR scans would be required for cast in place concrete slabs but not required for concrete fill on metal deck unless holes exceed 12” diameter.

3. Please indicate if it is the contractor’s responsibility for any structural review of new slab penetrations?

See responses to questions 3.1 and 3.2 above.

4. Plumbing devices

1. In the docs there are call outs for water heaters and recirc pumps are to be replaced.

i. Do any flow control (PRVs, circ setters, RPs, DCs, check valves) to be replaced?

PRVs and check valves should be inspected for debris and cleaned for re-use and replaced with GSA approval only if they are damaged.

ii. Do Primers need to be replaced? Replacement of primers is not anticipated.

iii. Do tanks need to be replaced (storage tanks, expansion tanks)? Replacement of expansion tanks are not anticipated.

iv. Do any faucets or plumbing fixtures need to be replaced? Replacement of faucets or fixtures is not anticipated unless they are damaged during construction. Strainers and screens should be cleaned or replaced.

6. Finishes

1. Please indicate how much support the owner will provide for removing finishes such as ceiling tile, and wood ceilings. Owner will demonstrate the procedure for removal and replacement of wood plank ceiling systems. Contractor will be responsible for removal and replacement.

7. Parking and Laydown

1. Please indicate if any parking within the building will be available for crew parking? No extended parking for GC and/or subcontractors shall be assumed. Temporary parking for offloading can be facilitated.

2. Please indicate where laydown areas for craft supplies can be located? Laydown/storage areas are located within the parking level.

3. Please indicate where deliveries will be allowed? Deliveries are allowed at the loading dock within the sub level parking area. Delivery times are to be scheduled for after 10 am. Allowable truck dimensions are 13' tall and 24' in length, bumper to bumper including cab.

4. Will there be any available areas for a construction office for onsite supervision?

i. Mechanical room? Yes, but a determination of impact will need to be vetted prior to final location has been determined.

ii. Open office area? Yes, but a determination of impact will need to be vetted prior to final location being determined.

8. Working hours

1. Please indicate what our working hours are to be? Working hours are during standard building operating hours, which are Monday through Friday 7 am to 6 pm. Excessively noisy activities shall be relegated to “off” hours to avoid disruption to agency missions. After hours, weekend and holiday activities may be approved at the discretion of GSA. Provisions for safety and security of the work area (s) are required.

2. Please indicate what hours shutdowns can take place for cut overs form the old system to the new systems. These shut down and crossovers should be relegated to off occupied hours. Concessions MAY be made on a case by case basis dependent upon impact and subject to GSA approval.

9. As Builts

1. Please indicate where the As Built drawings are located? See RFP posted to betaSAM and complete Exhibit 0 & Exhibit 5 for access to the project google drive.

2. Please indicate if CAD backgrounds will be available for the selected contractor for new plumbing drawings for phase 1 and 2?

i. The Revit model can be provided.

3. Please indicate if BIM is a requirement of the new proposed design?

i. Recommend that the Revit files get updated.

10. Elevators

1. Will there be any elevators dedicated to this project? No “dedicated” elevator (s) shall be provided, however, the freight elevator should be utilized at all times by GC and subs when reasonable to avoid any damages of the passenger elevators and surrounding finishes.

11. Security Services

1. Please indicate the contractor’s responsibility for Security during off hours work? Once the GC and applicable team members have been vetted by GSA HSPD-12 security (prior to any and all mobilization or physical site activities), the GC’s key team (members requested for and granted HSPD-12 cards), will be able to access the facilities with appropriate scheduling and notifications in place. GSA and the FPS provides building security during all hours of operation and after hours. The only exception to this is IF any activities were to transpire within agency specific space (s). However that is not the case with this task. SO, the GC’s responsibility is to provide timely information on the project team via the ROCAL (Requesting Official Contractor Approval List) and CIW (Contractor Information Worksheet).

i. Will this be a bill back to the GC? No costs should be incurred by the GC and/or their respective subcontractors. See CLIN 0004 under Exhibit 6, Price and Services Schedule.

ii. Will this be a contingency/allowance? No.

iii. Is the intent for the GC to provide a private Security Service? No.

MCK RFI 001: Re: (221116 FL - Domestic Water Piping_E, p10): In lieu of the current piping schedule listed in the aforementioned reference is it acceptable to use the following materials & joint types for all domestic water (Project 1 and Project 2)? This would align better with standard practice for this application.

A. Aboveground domestic water piping, NPS 2 and smaller:

1. Hard copper tube, ASTM B 88, Type L wrought-copper, solder-joint fittings; and soldered joints.

B. Aboveground domestic water piping, NPS 2-1/2 to NPS 4:

1. Sch10 stainless steel pipe, grooved fittings and grooved joints (Gruvlok or Victaulic).

MCK RFI 002: There appear to be plumbing as-built sheets missing from the 06_PLUMBING (As-Builts) folder. See Attachment 01 for a list of the sheets we were unable to find (missing sheets highlighted in yellow). Are these sheets available?

All available drawing files are loaded on the drive. There is another folder with autocads that I found where these might be located:

https://drive.google.com/drive/u/0/folders/11n55aPkuvzt-q-b2alQQb2Q2BN4CsrgM

MCK RFI 003: Verbal comments were made during the pre-bid walk that the scope for these projects (Project 1 & 2) shall not include any work in TI spaces. Is this correct?

Correct. All work including tie-ins will be done in the common spaces.

File details come from the government source that posted it. Updated .