TST PPIs - Building350 - NAVFAC Response.xlsx

XLSX spreadsheet 13 KB Posted

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Repair Water Infiltration to SE Admin Area, Building 350, Dam Neck Annex
Solicitation number
N4008522R2765
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22R2765_AMENDMENT 0001.docx DOCX document
1671300_Repair Water Infiltration to SE Amin Area_AMENDMENT 1.docx DOCX document
ATTACHMENTCPPIsBuilding350 - NAVFAC Response.xlsx XLSX spreadsheet
1671300_DN350 Repair SE Admin Area_FINAL DB RFP_SIGNED.pdf PDF
ATTACHGBLANKSponsorVerificationSpreadsheet.xls XLS spreadsheet
BASEACCESSINSTRUCTION.pdf PDF
General Requirements BLDG 350.docx DOCX document
SecNav5512.pdf PDF
Attachment Bbldg350.pdf PDF
ATTACHMENTCPPIsBuilding350.xlsx XLSX spreadsheet
va62.txt TXT text file
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Table 1

ATTACHMENT A
Project Title: Repair Water Infiltration to SE Admin AreaSolicitation / RFP#: N40085-22-R-2765
PPI Cut Off Date: 7/29/2022 Proposal Due: 8/12/2022
PPI No.REFERENCECONTRACTOR QUESTIONSGOVERNMENT RESPONSES
Page, Section, Drawing #
1Dwg A101 new note #3Note #3 states to replace sealant and backerod typical of all joints on entire south elevation of area "A". During the site visit there we not any joints observed in area "A" walls other than a sealant joint that would be around the perimeter of any doors, louvers, vents, windows. Please clarify if the joints referred to are as mentioned around the openings above or provide specific location information or sketch as to where the joints referenced in note #3 occur.Yes, please provide backer rod and sealant at all openings on the south wall.
2Dwg A101 new note #3There is a joint between the existing concrete walkway adjacent to the wall of area "A" for the entire length of the wall, approx 60 lf. Is this joint to receive backrod and sealant as indicated by note #3?Yes, all walls facing south will receive new backer rod and sealant including the concrete sidewalk.
3Dwg A101 new note #1Note #1 states to replace existing modified bitumen roof system with new complete. Please provide as-built reference drawings for the existing roof system including all dimensions and construction details for all roof system components including but not limited to concrete substrate, insulation, coverboard, roof membrane, membrane flashing, and sheet metal flashing

materials at all roof perimeters, scuppers, penetrations, and

curbs.We do not have As-Builts for the existing roof system.
4Please confirm that one person can serve as the Superintendent, Quality Control Manager, and the Site Safety and Health Officer.Yes
5Part 3 SOW, B2030The RFP requires a certified door hardware consultant. The new door hardware will match the existing. Is a certified door hardware consultant needed for this project?Yes, please provide a cerified door hardware consultant per the RFP.
6Dwg A101 new note #4The RFP indicates to power wash the South elevation of the building. Can a sketch be provided indicating the area to be power washed and desired psi?Please refer to the South Elevation on sheet A-101 in PART 6. The South Elevation of the building are all walls from column line D and to the right (Area A) shown in elevation facing south. The desired PSI must be enough to prepare the wall to receive the new elastomeric coating.
7Dwg A101 new note #4The RFP indicates to demolish any abandoned equipment, supports, conduit and wiring on South elevation of the building. Since pictures could not be taken at the site visit and the govt made an offer to provide pictures upon request, can pictures of the items or a list of the items to be demolished be provided so all contractors are bidding the same scope of work?Pictures are unavailable at this time. There are 2 steel rusted brackets currently not in use to support mechanical equipment. The brackets are accessible by the low roof. The 2 brackets are steel angles that are "L" shaped with a steel support in the middle. The steel angles are approx. 2' x 2' with a steel angle at 45 degrees for support.
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