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DocuSign Envelope ID:A6E80449-4F51-48F6-85DB-7136A80CD513 <br /> Efland Sewer to Mebane, Phase 2 Extension <br /> Change Order#1 Tracking Summary <br /> ID Number Item Description Days Days Cost <br /> Requested Approved <br /> 1 COR 001 Deletion of 2-10"and 1-12"gate valve from Sheet 25. 0 0 $ (8,200.00) <br /> The addition of a reverse tap and lowering of the bore under US Highway 70 to provide <br /> 2 CPR 001 2 2 $ 6,484.43 <br /> clearance of a gas line. <br /> CPR 002 The extension of Line C approximately 107 L.F.and the addition of a 4"service lateral. <br /> 3 Revised Milling and resurfacing of open cut across Turner Street,as required by NCDOT. 16 16 $ 16,043.00 <br /> 4 WCD 001 Line B Plan Revision: Changing invert depth of SSMH#30 to allow for possible future 5 5 $ 953.00 <br /> CPR 003 extension of Line B and the addition of a 4"service lateral. <br /> 5 CPR 004 Deletion of SSMH#1 and 19 L.F.of 12"DIP gravity sewer line. 0 0 $ (18,890.00) <br /> 6 CPR 005 Relocation of bypass pump connection at City of Mebane's request. 5 5 $ 4,978.68 <br /> 7 WCD 002 Proceed with construction of revised Line B,Plan Sheet 6 0 0 $ (16,254.00) <br /> CPR 006 Value engineered cost adjustment of Line A revisions from SSMH#10 to#14. <br /> Removal of Bid Items 57,58 and 59 after contaminated ground water was not <br /> 8 CPR 007 0 0 $ (42,400.00) <br /> encountered. <br /> Added cost for increased depth required for manholes due to survey-related deficiencies <br /> found in Hobbs/Upchurch plans. 23 days passed from the"Notice to Stop Work and <br /> 9 CPR 008 Proceed at Own Risk"to the issuance of the table with revised locations and depths that 38 23 $ 6,883.00 <br /> allowed construction to continue <br /> Added cost for increased depth required for gravity sewer due to survey-related <br /> 10 CPR 009 deficiencies found in Hobbs/Upchurch plans. 22 7 $ 12,636.00 <br /> 11 CPR 010 Additional force main not included in the bid quantity. 18 18 $ 43,452.00 <br /> 12 CPR 011 Rock quantity overrun of bid estimate. 69 35 $ 212,160.00 <br /> 13 CPR 012 Base Bid-Quantities Revised per Field Conditions,Items 41,43,49 and 50 0 0 $ 7,027.00 <br /> 14 CPR 013 Quantities that will not be required to complete the project: Rock Excavation, 0 0 $ (77,978.44) <br /> Surface Restoration,Misc Piping,Erosion Control. <br /> 15 CPR 014 Paving of pump station driveway. 1 1 $ 2,554.42 <br /> 16 CPR 015 1 NTP vs Execution of Contract 9 3 $ <br /> 17 1 CPR 016 lAdditional weather delay days 6 6 <br /> Totals 191 121 $ 149,449.09 <br /> Contract Dates Change Order Dates <br /> Substantial July 24,2018 November 22,2018 <br /> Final August 23,2018 December 22,2018 <br />