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Project: WIT East Clearwell Roof Replacement <br />Change Order No. 01 <br />Change Order Effective Date: June 18, 2021 <br />additional anchor bolts were installed. Item No. 35 compensates the Design -Builder for redesigning, <br />fabricating, and installing the revised truss retention plates. <br />Increases the Contract Amount by $7,028.09 <br />Item No. 36: Repair Floor Joint Seals <br />The condition of the of the floor joint seals could not be determined due to the collapsed roof. Once <br />the Contractor removed the collapsed roof, it was found that approximately 100 lineal feet of the <br />seals had been damaged. The seals were installed during the previous roof project and contributed to <br />virtually eliminating leakage from the clearwell. The City's Design -Builder agreed that some of the <br />seal damaged occurred during demolition of the existing roof. Because of this, it was agreed that the <br />City would pay for 50 lineal feet of repairs. Item No. 36 compensates the Design -Builder for <br />purchasing and repairing 50 lineal feet of floor joint seal. <br />Increases the Contract Amount by $4,798.93 <br />CONTRACT TIME: Change Order No. 1 adds 236 calendar days to the contract. <br />Our Design -Builder's fabricator experienced Covid-19 delays during design, fabrication and delivery of <br />engineering drawings and materials. <br />Trucking firms were impacted by Covid-19. Due to a lack of drivers, delivery of materials was delayed. <br />Due to a lack of fabrication personnel, fabrication errors were made. These errors were discovered on <br />the project site. Additional time was required to fabricate and ship the replacement materials. <br />Revising the truss retention slide plates added additional time. The revised slide plates had to be <br />designed, the design reviewed by the City's Engineers, the plates had to be fabricated and shipped to <br />the project site. <br />Page 4 of 4 <br />