contract agreement · K-2
K-2 - Pay Application 2 - Kimberlite Street - South Improvements
Page 2 of 4
Text read by the vision model; check the PDF for anything that matters.Payment Application containing Contractor's signature is attached.
<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></td>
<td></td>
<td></td>
<td>AMOUNT PREVIOUS PERIODS</td>
<td>AMOUNT THIS PERIOD</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</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>0.00</td>
<td>0.00</td>
<td>1.00 $1,800.00</td>
<td>100%</td>
<td>0.00</td>
<td>$90.00</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>200.00 $3,600.00</td>
<td>200.00 $3,600.00</td>
<td>0.00</td>
<td>400.00 $7,200.00</td>
<td>100%</td>
<td>0.00</td>
<td>$360.00</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>0.00</td>
<td>800.00</td>
<td>0.00</td>
<td>800.00 $8,800.00</td>
<td>100%</td>
<td>0.00</td>
<td>$440.00</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 $4,309.20</td>
<td>0.00</td>
<td>68.40</td>
<td>$4,309.20</td>
<td>68%</td>
<td>31.60</td>
<td>$215.46</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>0.00</td>
<td>0.00</td>
<td>2,300.00 $4,600.00</td>
<td>100%</td>
<td>0.00</td>
<td>$230.00</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>127.40 $891.80</td>
<td>54.60 $382.20</td>
<td>0.00</td>
<td>182.00 $1,274.00</td>
<td>100%</td>
<td>0.00</td>
<td>$63.70</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>0.00</td>
<td>0.00</td>
<td>2,105.00 $18,945.00</td>
<td>100%</td>
<td>0.00</td>
<td>$947.25</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>0.00</td>
<td>0.00</td>
<td>295.00 $5,310.00</td>
<td>100%</td>
<td>0.00</td>
<td>$265.50</td>
</tr>
<tr>
<td>9</td>
<td>Backfilling of Curbs<br>$5.00 PER LF</td>
<td>750.00 $3,750.00</td>
<td>0.00</td>
<td>750.00</td>
<td>0.00</td>
<td>750.00 $3,750.00</td>
<td>100%</td>
<td>0.00</td>
<td>$187.50</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>0.00</td>
<td>0.00</td>
<td>145.00 $2,175.00</td>
<td>100%</td>
<td>0.00</td>
<td>$108.75</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>0.00</td>
<td>0.00</td>
<td>145.00 $15,225.00</td>
<td>100%</td>
<td>0.00</td>
<td>$761.25</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>0.00</td>
<td>0.00</td>
<td>1.00 $4,405.00</td>
<td>100%</td>
<td>0.00</td>
<td>$220.25</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>756.00</td>
<td>90.00 $1,440.00</td>
<td>0.00</td>
<td>846.00 $13,536.00</td>
<td>112%</td>
<td>-90.00</td>
<td>$676.80</td>
</tr>
<tr>
<td>14</td>
<td>Connect Subdrain to Existing<br>$250.00 PER Each</td>
<td>2.00 $500.00</td>
<td>0.00</td>
<td>1.00 $250.00</td>
<td>0.00</td>
<td>1.00 $250.00</td>
<td>50%</td>
<td>1.00</td>
<td>$12.50</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>1.00 $400.00</td>
<td>0.00</td>
<td>0.00</td>
<td>1.00 $400.00</td>
<td>50%</td>
<td>1.00</td>
<td>$20.00</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>0.00</td>
<td>0.00</td>
<td>1.00 $4,800.00</td>
<td>100%</td>
<td>0.00</td>
<td>$240.00</td>
</tr>
<tr>
<td colspan="3">SUB-TOTALS</td>
<td>$97,980.00</td>
<td>$78,557.00</td>
<td>$18,222.20</td>
<td>$0.00</td>
<td>$96,779.20</td>
<td>99%</td>
<td>$1,200.80</td>
<td>$4,838.96</td>
</tr>
</table>
Sources
- sharepoint (K-2 - Pay Application 2 - Kimberlite Street - South Improvements.pdf) — where it was found ↗ first seen Oct 12, 2026
Data last updated October 15, 2026. Built from the archive's documents; see how the data is built.