Laserfiche WebLink
FINAL PAY ESTIMATE NO.4 <br />Date: March 8, 2007 <br />48 in san MH <br />1 <br />ea <br />Project: Ebony Street and Utility Improvements 05 -23 <br />$ <br />2,265.00 <br />9 <br />10 <br />Contractor: W B Miller Inc. <br />4 <br />ea <br />52.00 <br />Current Contract Amount: $255,912.05 <br />208.00 <br />11 <br />4 in Service pipe <br />Award Date: August 23, 2005 <br />ea <br />ft <br />63.00 <br />$ <br />The following work has been completed on the above referenced project: <br />Item .Description Qn Unit Unit Price <br />Extension <br />78 <br />ft <br />17.60 <br />$ <br />2,305.60 <br />1 Mobilization 1 Is <br />Connect to watermain <br />7000.00 <br />$ <br />7,000.00 <br />2 Traffic Control 1 Is <br />1,404.00 <br />1300.00 <br />$ <br />1,300.00 <br />3 Sawcut Bit. 638 ft <br />520.00 <br />3.15 <br />$ <br />2,009.70 <br />4 Remove C & G 605 ft <br />938 <br />3.15 <br />$ <br />1,905.75 <br />5 Remove Bit Pvmnt 5320 s d <br />16 <br />4.00 <br />$ <br />21,280.00 <br />6 Connect to San Sewer 1 Is <br />$ <br />525.00 <br />$ <br />525.00 <br />7 8 in San sewer 434 ft <br />ea <br />ft <br />14.00 <br />$ <br />6 076 00 <br />8 <br />48 in san MH <br />1 <br />ea <br />2265.00 <br />$ <br />2,265.00 <br />9 <br />10 <br />8X4 e <br />8 X 6 w e <br />4 <br />ea <br />52.00 <br />$ <br />208.00 <br />11 <br />4 in Service pipe <br />2 <br />131 <br />ea <br />ft <br />63.00 <br />$ <br />126.00 <br />12 <br />6 in service pipe <br />78 <br />ft <br />17.60 <br />$ <br />2,305.60 <br />13 <br />Connect to watermain <br />2 <br />18.00 <br />$ <br />1,404.00 <br />14 <br />8 in DIP <br />ea <br />520.00 <br />$ <br />1,040.00 <br />15 <br />H drant w /valve <br />938 <br />ft <br />25.85 <br />$ <br />24,247.30 <br />16 <br />8 in ate valve <br />1.- <br />ea <br />2825.00 <br />$ <br />2,825.00 <br />17 <br />1 in co per service <br />1 <br />215 <br />ea <br />ft <br />860.00 <br />$ <br />860.00 <br />18 <br />1 in curb stop w /box <br />4 <br />12.50 <br />$ <br />2,687.50 <br />19 <br />4 in DI service pipe <br />116 <br />ea <br />ft <br />100.00 <br />$ <br />400.00 <br />20 <br />4 in valve w /box <br />2 <br />21.00 <br />1 $ <br />2,436.00 <br />21 <br />ft s <br />ea <br />550.00 <br />$ <br />1,100.00 <br />22 <br />Class 5 <br />1050 <br />Ibs <br />1.45 <br />$ <br />1,522.50 <br />23 <br />Bit Base course <br />963 <br />to <br />0.10 <br />$ <br />96.30 <br />24 <br />Bit Wear course <br />526 <br />to <br />35.35 <br />$ <br />18,594.10 <br />25 <br />Conc C &G <br />380 <br />to <br />35.35 <br />$ <br />13,433.00 <br />26 <br />2X3 CB <br />2583 <br />ft <br />10.20 <br />$ <br />26,346.60 <br />27 <br />72 in Stm MH <br />2 <br />ea <br />1525.00 <br />$ <br />3,050.00 <br />28 <br />60 in Stm MH <br />2 <br />ea <br />3175.00 <br />$ <br />6,350.00 <br />29 <br />18 in RCP pipe <br />3 <br />ea <br />2400.00 <br />$ <br />7,200.00 <br />30 <br />24 in RCP <br />450 <br />ft <br />30.00 <br />$ <br />13,500.00 <br />31 <br />pipe <br />27 in RCP <br />68 <br />ft- <br />36.00 <br />$ <br />2,448.00 <br />32 <br />pipe <br />Water Qualit Treat S stem <br />33 <br />1 <br />ft <br />Is <br />44.00 <br />$ 1,452.00 <br />33 <br />Conc sidewalk <br />41,300.00 <br />$ <br />41,300.00 <br />34 <br />Conc ped ramp <br />521 <br />s d <br />33.55 <br />$ 17,479.55 <br />35 <br />To soil borrow <br />4 <br />ea <br />475.00 <br />$ <br />1,900.00 <br />210 <br />cu yd <br />1.00 <br />$ <br />210.00 <br />Q-Ic <br />