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PARTIAL PAY ESTIMATE NO. <br /> <br />Date: <br />Improvement Project: <br /> <br />Contractor: <br />Current Contract Amount: <br />Award Date: <br /> <br />July 21, 1993 <br />~'92-19, 149th Lane Sewer, Water, Storm Sewer and <br />Street Construction <br />Bonine Excavating, Inc., Elk River, MN 55330 <br />$60,998.95 (authorized by C.O. #1 to I.P.~492-17) <br />March 23, 1993 <br /> <br />The following work has been completed on the above referenced project: <br /> <br /> Item Quantity Unit <br /> Used Price <br />Schedule A - Sanitary Sewer <br /> <br />8" Sanitary Sewer 0 - I0 dp 160 ft. 8/ft. <br />8" Sanitary Sewer 10-12 dp 218 ft. 9/ft. <br />8" Sanitary Sewer 12-14 dp 63 ft. 10/ft. <br />8" Sanitary Sewer 14-t6 dp 39 ft. Il/ft. <br />8" Sanitary Sewer 16-18 dp 143 ft. 12/ft. <br />48" diameter manhole 0 - 8 dp 3 ea. 965/ea. <br />Excess manhole > 8' dp 9.93 ft. 68/ft. <br />Service connector riser 7 ea. 90/ea. <br />4" PVC service pipe 533 ft. 6/ft. <br />8 x 4 Service wye 15 ea. 22/ea. <br /> Subtotal Schedule A: <br /> <br />Schedule B - Watemaain <br /> <br />12" DIP Ci 50 255 ft. 16/ft. <br />6" DIP C1 52 610 ft. 10/ft. <br />1" Copper service 525 ft. 7/ft. <br />12" Gate valve 2 ea. 737/ea. <br />6" Gate (salvage & reset) 1 ea. 302/ea. <br />6" Gate 1 ea. 302/ea. <br />1" Corporation stop 15 ea. t6/ea. <br />1" Curb stop 15 ea. 61/ea. <br />Hydrant 1 ea. 990/ea. <br />Ductile iron fittings 665 lb. 0.81/Ih. <br /> Subtotal Schedule B: <br /> <br />Extension <br /> <br />1,280.00 <br />1,962.00 <br />630.00 <br />429.00 <br />1,716.00 <br />2,895.00 <br />675.24 <br />630.00 <br />3,198.00 <br />330.00 <br />$13,745.24 <br /> <br />4,080.00 <br />6,100.00 <br />3,675.00 <br />1,474.00 <br />302.00 <br />302.00 <br />240.00 <br />915.00 <br />990.00 <br />538.65 <br />$18,616.65 <br /> <br />Schedule C - Street Improvements <br /> <br />Subgrade preparation <br />Class V aggregate <br />Bituminous Type 41 <br />Surmountable curb & gutter <br />Turf establishment <br /> Subtotal Schedule C: <br /> <br /> 7 RS 76.50/RS <br />578.5 tn. 5.81/tn. <br />339.1 tn. 22.19/tn. <br />i,448 ft. 4.39/ft. <br />0.8 acre 970/acre <br /> <br />535.50 <br />3,360.79 <br />7,523.96 <br />6,356.72 <br />776.00 <br />$18,552.97 <br /> <br /> <br />