K-2 - Pay Application 4 - Final - All American Concrete - Kimberlite South Improvements

<table> <tr> <th>A</th> <th>B</th> <th>C</th> <th>D</th> <th>E</th> <th>F</th> <th>G</th> <th>H</th> <th>I</th> </tr> <tr> <th>ITEM #</th> <th>WORK DESCRIPTION</th> <th>SCHEDULED AMOUNT<br>QTY $ AMT</th> <th colspan="2">COMPLETED WORK</th> <th>STORED MATERIALS (NOT IN D OR E)</th> <th>TOTAL COMPLETED AND STORED (D + E + F)</th> <th>% COMP (G / C)</th> <th>BALANCE TO COMPLETION (C-G)</th> <th>RETAINAGE (If Variable)</th> </tr> <tr> <td>1</td> <td>Clearing, Grubbing, Removals<br>$1,800.00 PER LS</td> <td>1.00 $1,800.00</td> <td>1.00</td> <td>$1,800.00</td> <td>0.00</td> <td>$0.00</td> <td>1.00</td> <td>$1,800.00</td> <td>100% $0.00</td> </tr> <tr> <td>2</td> <td>Strip, Stockpile, Respread Topsoil<br>$18.00 PER CY</td> <td>400.00 $7,200.00</td> <td>400.00</td> <td>$7,200.00</td> <td>0.00</td> <td>$0.00</td> <td>400.00</td> <td>$7,200.00</td> <td>100% $0.00</td> </tr> <tr> <td>3</td> <td>Excavation, Class 10, Rdwy. Borrow<br>$11.00 PER CY</td> <td>800.00 $8,800.00</td> <td>800.00</td> <td>$8,800.00</td> <td>0.00</td> <td>$0.00</td> <td>800.00</td> <td>$8,800.00</td> <td>100% $0.00</td> </tr> <tr> <td>4</td> <td>Below Grade Excav.(Core Out)<br>$63.00 PER CY</td> <td>100.00 $6,300.00</td> <td>68.40</td> <td>$4,309.20</td> <td>0.00</td> <td>$0.00</td> <td>68.40</td> <td>$4,309.20</td> <td>68% $1,990.80</td> </tr> <tr> <td>5</td> <td>Subgrade Preparation<br>$2.00 PER SY</td> <td>2,300.00 $4,600.00</td> <td>2,300.00</td> <td>$4,600.00</td> <td>0.00</td> <td>$0.00</td> <td>2,300.00</td> <td>$4,600.00</td> <td>100% $0.00</td> </tr> <tr> <td>6</td> <td>Subbase, Mod., 4" for PCC SW<br>$7.00 PER SY</td> <td>182.00 $1,274.00</td> <td>182.00</td> <td>$1,274.00</td> <td>0.00</td> <td>$0.00</td> <td>182.00</td> <td>$1,274.00</td> <td>100% $0.00</td> </tr> <tr> <td>7</td> <td>Subbase, Mod., 6" for Mainline Pav.<br>$9.00 PER SY</td> <td>2,105.00 $18,945.00</td> <td>2,105.00</td> <td>$18,945.00</td> <td>0.00</td> <td>$0.00</td> <td>2,105.00</td> <td>$18,945.00</td> <td>100% $0.00</td> </tr> <tr> <td>8</td> <td>Subbase, Mod., 12" for HMA Pav.<br>$18.00 PER SY</td> <td>295.00 $5,310.00</td> <td>295.00</td> <td>$5,310.00</td> <td>0.00</td> <td>$0.00</td> <td>295.00</td> <td>$5,310.00</td> <td>100% $0.00</td> </tr> <tr> <td>9</td> <td>Backfilling of Curbs<br>$5.00 PER LF</td> <td>750.00 $3,750.00</td> <td>750.00</td> <td>$3,750.00</td> <td>0.00</td> <td>$0.00</td> <td>750.00</td> <td>$3,750.00</td> <td>100% $0.00</td> </tr> <tr> <td>10</td> <td>Gran. Trench Backfill, Class A, 24"<br>$15.00 PER LF</td> <td>145.00 $2,175.00</td> <td>145.00</td> <td>$2,175.00</td> <td>0.00</td> <td>$0.00</td> <td>145.00</td> <td>$2,175.00</td> <td>100% $0.00</td> </tr> <tr> <td>11</td> <td>Storm Sewer Trenched, RCP 24"<br>$105.00 PER LF</td> <td>145.00 $15,225.00</td> <td>145.00</td> <td>$15,225.00</td> <td>0.00</td> <td>$0.00</td> <td>145.00</td> <td>$15,225.00</td> <td>100% $0.00</td> </tr> <tr> <td>12</td> <td>Storm Sewer Apron, RCP, 24"<br>$4,405.00 PER Each</td> <td>1.00 $4,405.00</td> <td>1.00</td> <td>$4,405.00</td> <td>0.00</td> <td>$0.00</td> <td>1.00</td> <td>$4,405.00</td> <td>100% $0.00</td> </tr> <tr> <td>13</td> <td>Longitudinal Subdrain, Type 2, 6"<br>$16.00 PER LF</td> <td>756.00 $12,096.00</td> <td>846.00</td> <td>$13,536.00</td> <td>0.00</td> <td>$0.00</td> <td>846.00</td> <td>$13,536.00</td> <td>112% ($1,440.00)</td> </tr> <tr> <td>14</td> <td>Connect Subdrain to Existing<br>$250.00 PER Each</td> <td>2.00 $500.00</td> <td>2.00</td> <td>$250.00</td> <td>0.00</td> <td>$0.00</td> <td>2.00</td> <td>$250.00</td> <td>50% $250.00</td> </tr> <tr> <td>15</td> <td>Subdrain Outlet, Conn. To Culvert<br>$400.00 PER Each</td> <td>2.00 $800.00</td> <td>2.00</td> <td>$400.00</td> <td>0.00</td> <td>$0.00</td> <td>2.00</td> <td>$400.00</td> <td>100% $0.00</td> </tr> <tr> <td>16</td> <td>Storm Intake, Type SW-513<br>$4,800.00 PER LS</td> <td>1.00 $4,800.00</td> <td>1.00</td> <td>$4,800.00</td> <td>0.00</td> <td>$0.00</td> <td>1.00</td> <td>$4,800.00</td> <td>100% $0.00</td> </tr> <tr> <td colspan="3">SUB-TOTALS</td> <td>$97,980.00</td> <td>$96,779.20</td> <td>$0.00</td> <td>$0.00</td> <td>$96,779.20</td> <td>99%</td> <td>$1,200.80</td> </tr> </table>