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Project: WFP Operations Building Seismic Retrofit- Rebid <br /> Change Order No.003 <br /> Change Order Effective Date: 1/25/18 <br /> Revised 2/14/18 <br /> Additional items such as air conditioning units, light fixtures, electrical conduits and <br /> water lines required removal so the seismic strengthening could be installed. This work <br /> change directive covers the additional time and expense to remove or remove and <br /> reinstall the additional MEP items. <br /> Work Change Directive—No. 009.1 — Core Drill Through Embedded Flatbar in <br /> the Wall and Beam Along Gridline B on the First Floor WCD —No. 009.1 is a lump <br /> sum revision for $13,172.00 and the addition of 4-working days. <br /> Justification: Several embedded '/2-inch thick steel flatbars were installed along the <br /> walls and beams near the middle of the Operations Building on the first floor. The steel <br /> flatbar prevented the installation of the per plan anchor bolts into the concrete walls and <br /> beams. These flatbars had been painted over and were not obvious. The flatbars were <br /> not shown in the contract plans or the record drawings. This work change directive <br /> covers the additional costs to core drill through the steel bars and to remove and replace <br /> existing mechanical items that conflicted with the use of a core drill. <br /> Work Change Directive—No. 010 — Perform Additional Ground Penetrating <br /> Radar on Slabs and Walls Due to Under Grouted or Ungrouted Cells in the Hollow <br /> Core Floor and Ceiling Panels: WCD —No. 010 is a lump sum revision of$8,257.50 <br /> and the addition of 2-Working Days. <br /> Justification: During construction, it was discovered that cells in the hollow core floor <br /> and ceiling panels were not grouted as shown in the contract plans and record drawings. <br /> Additional investigation, using ground-penetrating radar was required so the locations <br /> of the anchor bolts could be adjusted to match the grouted cells. This work change <br /> directive covers the additional cost to remobilize the ground penetrating radar contractor <br /> and for the contractor to locate hollow and grout filled cells. <br /> Work Change Directive— No. 015 — Install Steel Shims Between the L 8x6x1/2 and <br /> the hollow core panels or cast in place walls: WCD-015 is a lump sum revision of <br /> $28,677.00 and the addition of 15-working days. <br /> Justification: The elevations of the soffits of the existing hollow core ceiling panels <br /> vary. Elevation differences up to 5/8" were found between adjacent ceiling panels. As a <br /> result, the structural angle used to tie the ceiling into the wall, was not in contact with <br /> numerus ceiling panels. The Engineer's design allowed a gap of up to 1/16". Per RFI- <br /> WFP Operations Building Seismic Retrofit-Rebid January 25,2018 <br /> WO#UP3600 006363 -5 <br />