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I <br />Ittm <br />BASE BID: <br />MOemZATION <br />COMMON EXCAVATION (P) <br />AGGREGATE BASE. CLASS 5. RECYCLE <br />TYPE LV 3 NON WEARING COURSE MIXTURE (B) <br />TYPE LV 3 WEARING COURSE MIXTURE (B) <br />BITUMINOUS MATERIAL FOR TACK COAT <br />6INCHPVC.SOR26 <br />CONNECT INTO EXISTING STORM SEWER <br />SUMP CATCH BASIN MANHOLE <br />GEOTEXTILE FABRIC <br />0312 CONCRETE CURB A GUTTER <br />4- PERFORATED POLYETHYLENE PIPE <br />CONNECT DRAINTILE TO STRUCTURE <br />BITUMINOUS DRIVEWAY PATCH <br />r CONCRETE DRIVEWAY PATCH <br />SILT FENCE - TYPE MACHINE SLICED <br />SODDING TYPE LAWN <br />TOTAL BASE BID: <br />CHANGE ORDER NO. 1 <br />1 EQUIPMENT RE-MOBILIZATICN <br />TOTAL CHANGE ORDER NO. 1 <br />TOTAL BASE BID: <br />TOTAL CHANGE ORDER NO. 1 <br />TOTAL WORK COMPLETED TO DATE <br />Contract Unit Currant Quantity Amount <br />Unit Quantity Prico Quantity to Data to Date <br />LS 1 5425.00 1 $5,425.00 <br />CUYD 355 12.36 343 $4,240.64 <br />TN 360 14.00 144 360 $5,040.00 <br />TN 65 51.00 62 $3,162.00 <br />TN 48 56.95 48 $2,733.60 <br />GAL 50 2.55 20 $51.00 <br />LF 20 25.55 20 $511.00 <br />EA 1 415.00 1 $415.00 <br />EA 2 2610.00 2 $5,220.00 <br />SY 900 1.30 126 726 $94380 <br />LF 650 14.75 7 615 $9,071.25 <br />LF 120 23.35 100 $2,335.00 <br />EA 3 280.00 2 $560.00 <br />SY 60 30.45 68 98 $2,984.10 <br />SF 500 8.55 30 713 $6,096.15 <br />LF 400 2.60 $0.00 <br />SO YD 200 6.00 120 $720.00 <br />$49,508.54 <br />LS 1 958.61 1 1 $95861 <br />$958.61 <br />$49,508.54 <br />$958.61 <br />$50,467.15 <br />I* '-V <br />I '- ' A* ►. ^ l <br />,r- . . .'/ . <br />•v; , ;.-V. <br />■ <br />• :■■■ '--n'