Opening of Bids - Gemini at Washington-Colfax Apartments - Project No 118-080B - Pauls Welding Inc - Bid Security Chk Submitted

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DIVISION 2 — DEMOLITION 2.01 Masonry Demolition 1. Before work begins, conduct through inspection of existing parapet. In coordination with SBH, determine which sections of parapet must be rebuilt and which sections can be repointed. Determine which, if any, third floor steel lintels should be replaced. Priority is to be given to the most decayed areas and the efficient allocation of the unit prices. Contractor to provide a written schedule, staging, and plan for completing the designated work. New 60 mil EPDM roof membrane will not be secured to parapet. Roof work will leave the membrane edge in a configuration that may be folded back to complete the adjacent coping and wall work. Mason must protect the roof membrane from damage during masonry work. It is the mason's responsibility to not puncture, tear, or in any way damage the EPDM membrane. Mason to provide night and weekend weather protection to the underlying structure. After masonry work is complete, roof contractor will return to secure membrane to coping and install aluminum coping cap. 3. Carefully remove existing masonry units, clean, and stack for reuse. 4. Contractor is responsible for removing waste generated by their work from the job -site, Coordinate dumpster location with SBH. Coordinate truck and/or lift access with SBH. 2.02 Fire Stair Demolition Remove existing fire steel fire stairs from the east side of the building including landings, rails, treads, and support posts. Care must be taken to either cut or carefully remove any steel elements built into the existing masonry walls. Notify SBH of any new or existing damage to surrounding masonry walls. 2. Equipment access to east side of the building is limited. SBH will arrange lift and crane access with the adjacent property owner. 3. Assess suitability of existing concrete piers for reuse. SBH to remove and replace any piers determined to be unusable. Location of any replacement piers and type of anchors to be indicated on fabrication shop drawings.