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<br /> Unit Contract Contract To-Date To-Date <br />No. Item Unit Price Quantity Amount Quantity Amount <br />25 6' CONCRETE DRIVEWAY PAVEMENT SY $44.00 10.00 $440.00 7.80 $343.20 <br />2531.507 $1.000.00 . <br />26 TRAFFIC CONTROL LS $1.000.00 1.00 $1,000.00 1.00 <br />2563.604 <br />27 BALE CHECKS EA $10.00 20.00 $200.00 0.00 $0.00 <br />2573.501 <br />28 SILT FENCE. TYPE HEAVY DUTY LF $2.00 160.00 $320.00 50.00 $100.00 <br />2573.502 <br />29 SODDING. TYPE LAWN WITH 4' TOPSOIL SY $5.00 1,300.00 $6,500.00 1,122.00 $5,610.00 <br />2575.502 <br />30 BITUMINOUS PAVEMENT JOINT SAW AND SEAL LF $2.50 716.00 $1.790.00 0.00 $0.00 <br />??oo.000 <br /> Subtotal: $147.534.50 $145,298.17 <br />Schedule: B - STORM DRAINAGE <br /> Unit Contract Contract To-Date To-Date <br />No. Item Unit Pi'lce Quantity Amount Quantity Amount <br />1 REMOVE PIPE (STORM SEWER) LF $55.00 12.00 $660.00 12.00 $660.00 <br />2104.501 <br />2 REMOVE DRAINAGE STRUCTURE EA $410,00 2.00 $820.00 3.00 $1,230.00 <br />2104.509 <br />3 MUCK EXCAVATION cy $16.50 100.00 $1,650.00 100.00 $1,650.00 <br />2105.507 <br />4 TRENCH STABILIZATION ROCK CY $33.00 10.00 $330.00 0.00 $0.00 <br />2501.604 <br />5 15' RCP DESIGN 3006 CLASS V LF $66.00 6.00 $396.00 6.00 $396.00 <br />2503.541 . <br />6 27' RCP DESIGN 3006 CLASS V LF $83.00 12.00 $996.00 12.00 $996.00 <br />2503.541 <br />7 4' HPDE OR PVC SUBDRAIN LF $4.70 300.00 $1,410.00 300.00 $1,410.00 <br />2503.541 <br />8 ADJUST VALVE BOX EA $150.00 2.00 $300.00 3.00 $450.00 <br />2504.602 <br />9 CONSTRUCT CATCH BASIN (2 FT X 3 FT) OVER EA $990.00 2.00 $1.980.00 1.00 $990.00 <br /> EXISTING PIPE <br />2506.507 <br />10 CONSTRUCT MANHOLE CATCH BASIN (48') EA $1,540.00 1.00 $1.540.00 2.00 $3,080.00 <br /> OVER EXISTING PIPE <br />2505.507 <br />11 ADJUST FRAME AND RING CASTING EA $200.00 6.00 $1.200.00 6.00 $1,200.00 <br />2506.522 <br />12 RANDOM RIPRAP CLASS III CY $BO.OO 20.00 $1.600.00 10.00 $800.00 <br />2511.501 <br /> Subtotal: $12,882.00 $12,B62.oo <br /> Grand Total: $160,416.50 $15B,160.17 <br /> <br />. <br /> <br />Page 4 of 5 <br />