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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />ENGINEER'S COST ESTIMATE <br /> <br />No. <br /> <br />Item <br /> <br />Unit <br /> <br />---------------------------------------.--------------------------- <br /> <br />Amount <br /> <br />Total <br />Price <br /> <br />Unit Price <br /> <br />------------------------------------------------------------------- <br /> <br />1. CLEARING DAM <br />8, CREEK BASIN <br />AND BORROW AREA TO <br />THE LIMITS SHOWN ON <br />THE DRAWINGS. ALSO <br />REMOVE BRUSH FROM <br />FACE OF DAM <br /> <br />2. EXCAVATION <br />FROM BORROW CU. YD <br /> <br />3. CONCRETE OVER- <br />FLOW STRUCTURE <br />FORM, POUR, AND <br />STRIP CONCRETE <br />FOR OVERFLm, <br />STRUCTURE EACH <br /> <br />4. CONCRETE HEAD <br />WALL STREUCTURE <br />#2 - EXCAVATE <br />FOR HEADl>JALL <br />STRUCTURE EACH <br /> <br />5. CONCRETE HEAD <br />WALL STRUCTURE <br />#3 - FORM, POUR, <br />AND STRIP CON- <br />CRETE WALL FOR <br />HEADWALL STRUC- <br />TURE EACH <br /> <br />6. VALVE BOX STRUCTURE <br />#4 - FURNISH AND <br />INSTALL NEW VALVE <br />BOX OVER EXISTING <br />VALVE. FURNISH AND <br />INSTALL A SECTION <br />OF 8" C.L. PIPE AND <br />AN 11-1/2 ELBOW <br />SET IN CONCRETE <br />THRUST BLOCK LUMP <br /> <br />LUMF' <br /> <br />5.50 <br /> <br />150.00 <br /> <br />150.00 <br /> <br />250.00 <br /> <br />100.00 <br /> <br />16 <br /> <br />L. S. <br /> <br />$1500.00 <br /> <br />7000 <br /> <br />38500.00 <br /> <br />2 <br /> <br />300.00 <br /> <br />1 <br /> <br />150.00 <br /> <br />1 <br /> <br />250.00 <br /> <br />L.S. <br /> <br />100.00 <br />