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4%FIE2se <br />www.ae2s.com <br />032 <br />Field <br />Directed <br />Dewatering for ROW <br />Watermain <br />Connection <br />$10,870.65 <br />y <br />Pending — <br />Construction Contingency Expense 9 <br />033 <br />Field Order <br />No. 10 <br />Pipe Penetration <br />Additional Rebar <br />$20,403.86 <br />N <br />Engineer Rejected <br />(incidental to project) <br />034 <br />Specialty <br />Meeting <br />Urethan Painting <br />Modifications <br />TBD <br />N <br />In Review with Owner <br />035 <br />Submittal <br />145 <br />Dedication Plaque <br />Modifications <br />TBD <br />N <br />Engineer Rejected <br />(incidental to project) <br />Manhole <br />No. 1 <br />Install and <br />DewateringConstructing <br />Manhole No. 1 <br />-$19,917.35 <br />y <br />Pending — <br />Contingency Expense 9 <br />036 <br />RFI 056 <br />EIFs Base Flashing <br />$2,131.50 <br />y <br />Pending — <br />Constructing Contingency Expense 9 <br />037 <br />Field <br />Directed <br />Filter Masonry Wall <br />Cut <br />$10,596.47 <br />y <br />Pending — <br />Constructing Contingency Expense 9 <br />038 <br />Field <br />Directed <br />Water Wick <br />Connection to Lower 1 <br />Level <br />$2,408.60 <br />Y <br />Pending — <br />Constructing Contingency Expense 9 <br />039 <br />Field Order <br />No. 17 <br />RWL Route <br />Modification <br />$3,437.04 <br />y <br />Pending — <br />Constructing Contingency Expense 9 <br />040 <br />Field <br />Directed <br />Transformer Bollards <br />$4,324.89 <br />y <br />Pending — <br />Constructing Contingency Expense 9 <br />Note: Any extension delays will be approved as a separate Change Order and will not be included in this Construction <br />Contingency Expense. <br />Proposal No. 032 — Dewatering for ROW Watermain Connection: <br />The existing conditions given in the civil utility plans as approved by the City stated the watermain <br />connection on 143rd Avenue to occur at 856.76 feet elevation. During connection of this main on site it was <br />found that the existing watermain in the right of way side was at 853.47 feet, deeper than the plans had <br />shown. Because of this the water table was above this connection level and dewatering services were needed <br />to achieve the connection. This proposal reflects the costs of this additional dewatering service. <br />Manhole No. 1 Install and Dewatering: <br />Agreement between Magney Construction and the City of Ramsey to remove the install of Manhole No. 1 <br />from Magneys scope of work. The City preferred a private contractor to complete this work in order to meet <br />a timeline. Final price value as agreed upon by both parties. <br />Proposal No. 036 (RFI 056) — EIFs Base Flashing: <br />Additional EIFs base flashing is required on the North and East sides of the reservoir to prevent moisture <br />from running down the base of the WIFs and getting behind the concrete faces insulation panels. Contractor <br />price reflects material and labor for this work. <br />Proposal No. 037 — Filter Masonry Wall Cut: <br />During construction of the masonry walls for the filter rooms at elevation 128'-3", a 4-inch dimensional <br />variance between the masonry layout and the precast panel alignment resulted in the walls being constructed <br />longer than required. To ensure proper alignment with the precast panel running east to west along grid line <br />9, the south end of the masonry walls were modified. Specifically, the east masonry wall of the pipe gallery <br />was cut back by 4 inches, and the west masonry wall by 2-1/2 inches. Due to the proximity of this wall <br />section to a doorway, additional structural support was required to support the hollow core roof system. <br />Advanced Engineering and Environmental Services, Inc. <br />6901 East Fish Lake Road, Suite 184 • Water Tower Place Business Center • Maple Grove, MN 55369 • 763-463-5036 <br />