Minutes-9/1/2016

From Sulz Co. <table> <tr> <th>ITEM NO.</th> <th>CONTRACT ITEMS</th> <th>UNIT</th> <th>EST QTY</th> <th>UNIT PRICE</th> <th>CONTRACTOR's BID PRICE</th> <th>QTY</th> <th>Pay Period #11 AMOUNT</th> <th>TOTAL TO DATE QTY</th> <th>TOTAL TO DATE AMOUNT</th> </tr> <tr> <td>1</td> <td>Spot Repairs by Count</td> <td>EACH</td> <td>89</td> <td>$1,050.00</td> <td>$93,450.00</td> <td>$</td> <td>$ - 105.00</td> <td>$ 110,250.00</td> </tr> <tr> <td>2*</td> <td>Spot Repairs by Linear Foot</td> <td>LF</td> <td>200</td> <td>$39.00</td> <td>$7,800.00</td> <td>$</td> <td>$ -</td> <td>$ -</td> </tr> <tr> <td>3*</td> <td>Sanitary Sewer Wye or Tee 8"x6" DIA.</td> <td>EACH</td> <td>88</td> <td>$340.00</td> <td>$29,920.00</td> <td>$</td> <td>$ - 85.00</td> <td>$ 28,900.00</td> </tr> <tr> <td>4</td> <td>Sanitary Sewer Service Stub 4" SDR 23.5</td> <td>LF</td> <td>5200</td> <td>$17.65</td> <td>$91,780.00</td> <td>$</td> <td>$ - 3,521.50</td> <td>$ 62,154.48</td> </tr> <tr> <td>5</td> <td>Sanitary Sewer Service Stub 6" SDR 23.5</td> <td>LF</td> <td>560</td> <td>$20.50</td> <td>$11,480.00</td> <td>$</td> <td>$ - 226.00</td> <td>$ 4,633.00</td> </tr> <tr> <td>6</td> <td>Sanitary Sewer Cleanout</td> <td>EACH</td> <td>12</td> <td>$585.00</td> <td>$7,020.00</td> <td>$</td> <td>$ - 8.00</td> <td>$ 4,680.00</td> </tr> <tr> <td>7</td> <td>Patches by Count</td> <td>EACH</td> <td>77</td> <td>$42.50</td> <td>$3,272.50</td> <td>$</td> <td>$ - 88.00</td> <td>$ 3,740.00</td> </tr> <tr> <td>8</td> <td>Patches, Full-Depth, HMA</td> <td>SY</td> <td>1200</td> <td>$62.50</td> <td>$75,000.00</td> <td>$</td> <td>$ - 1,046.33</td> <td>$ 65,395.63</td> </tr> <tr> <td>9</td> <td>Subbase Patches</td> <td>SY</td> <td>1200</td> <td>$27.00</td> <td>$32,400.00</td> <td>$</td> <td>$ - 659.33</td> <td>$ 17,801.91</td> </tr> <tr> <td>10</td> <td>Removal of Sidewalk</td> <td>SY</td> <td>293</td> <td>$7.00</td> <td>$2,051.00</td> <td>$</td> <td>$ - 301.07</td> <td>$ 2,107.49</td> </tr> <tr> <td>11</td> <td>Sidewalk, PCC, 4-inch</td> <td>SY</td> <td>310</td> <td>$63.50</td> <td>$19,685.00</td> <td>$</td> <td>$ - 282.17</td> <td>$ 17,917.80</td> </tr> <tr> <td>12</td> <td>Sidewalk, PCC, 6-inch</td> <td>SY</td> <td>15</td> <td>$73.00</td> <td>$1,095.00</td> <td>$</td> <td>$ - 17.90</td> <td>$ 1,306.70</td> </tr> <tr> <td>13</td> <td>Detectable Warning Panel</td> <td>SF</td> <td>16</td> <td>$71.00</td> <td>$1,136.00</td> <td>$</td> <td>$ -</td> <td>$ -</td> </tr> <tr> <td>14</td> <td>Removal of Paved Driveway</td> <td>SY</td> <td>70</td> <td>$7.50</td> <td>$525.00</td> <td>$</td> <td>$ - 18.00</td> <td>$ 135.00</td> </tr> <tr> <td>15</td> <td>Driveway, HMA, 5-inch</td> <td>SY</td> <td>75</td> <td>$85.00</td> <td>$6,375.00</td> <td>$</td> <td>$ -</td> <td>$ -</td> </tr> <tr> <td>16</td> <td>Driveway, PCC, 6-inch</td> <td>SY</td> <td>70</td> <td>$152.00</td> <td>$10,640.00</td> <td>$</td> <td>$ - 24.65</td> <td>$ 3,746.80</td> </tr> <tr> <td>17</td> <td>Driveway, Granular Surface</td> <td>SY</td> <td>275</td> <td>$11.00</td> <td>$3,025.00</td> <td>$</td> <td>$ - 2.26</td> <td>$ 24.86</td> </tr> <tr> <td>18</td> <td>Sewer Main Cleaning, Light/Preparatory</td> <td>LF</td> <td>409</td> <td>$2.00</td> <td>$818.00</td> <td>10.80</td> <td>$ 21.60</td> <td>$ 411.80</td> <td>$ 823.60</td> </tr> <tr> <td>19</td> <td>Sewer Main Cleaning, Heavy/Root Sawing</td> <td>LF</td> <td>409</td> <td>$1.00</td> <td>$409.00</td> <td>12.20</td> <td>$ 12.20</td> <td>$ 253.20</td> <td>$ 253.20</td> </tr> <tr> <td>20*</td> <td>Color Television Inspection of Sewer, Preparatory and Report</td> <td>LF</td> <td>490</td> <td>$0.50</td> <td>$245.00</td> <td>11.80</td> <td>$ 5.90</td> <td>$ 412.80</td> <td>$ 206.40</td> </tr> <tr> <td>21</td> <td>Color Television Inspection of Sewer, Final and Report</td> <td>LF</td> <td>409</td> <td>$0.50</td> <td>$204.50</td> <td>1.00</td> <td>$ 0.50</td> <td>$ 1.00</td> <td>$ 0.50</td> </tr> <tr> <td>22</td> <td>Cut Protruding Taps</td> <td>EACH</td> <td>2</td> <td>$250.00</td> <td>$500.00</td> <td>$</td> <td>$ -</td> <td>$ -</td> <td>$ -</td> </tr> <tr> <td>23*</td> <td>8" Cured In Place Pipe Lining</td> <td>LF</td> <td>168</td> <td>$25.00</td> <td>$4,200.00</td> <td>$</td> <td>$ - 160.00</td> <td>$ 4,000.00</td> </tr> <tr> <td>24</td> <td>Lateral Service Line Reinstatement</td> <td>EACH</td> <td>3</td> <td>$100.00</td> <td>$300.00</td> <td>$</td> <td>$ - 3.00</td> <td>$ 300.00</td> </tr> <tr> <td>25</td> <td>Manhole Lining (Cementitious Mortar with Epoxy Seal)</td> <td>VF</td> <td>215</td> <td>$270.00</td> <td>$58,050.00</td> <td>133.83</td> <td>$ 36,134.10</td> <td>$ 36,134.10</td> </tr> <tr> <td>26</td> <td>Traffic Control</td> <td>LS</td> <td>1</td> <td>$3,400.00</td> <td>$3,400.00</td> <td>$</td> <td>$ - 1.00</td> <td>$ 3,400.00</td> </tr> <tr> <td>27</td> <td>Mobilization</td> <td>LS</td> <td>1</td> <td>$6,850.00</td> <td>$6,850.00</td> <td>$</td> <td>$ - 1.00</td> <td>$ 6,850.00</td> </tr> <tr> <td>28</td> <td>Seeding, Fertilizing, Mulching, Urban mix</td> <td>ACRE</td> <td>0.9</td> <td>$3,850.00</td> <td>$3,465.00</td> <td>0.25</td> <td>$ 962.50</td> <td>$ 1.00</td> <td>$ 3,850.00</td> </tr> <tr> <td>29</td> <td>Exploratory Excavation, Service location</td> <td>EACH</td> <td>5</td> <td>$1,200.00</td> <td>$6,000.00</td> <td>$</td> <td>$ - 6.00</td> <td>$ 7,200.00</td> </tr> <tr> <th colspan="4">TOTAL OF THE BASE BID (Total of Items 1-29):</th> <th colspan="2">$481,096.00</th> <th colspan="2">$37,136.80</th> <th colspan="2">$ 385,811.47</th> </tr> <tr> <td>CO1</td> <td>Place concrete around Wye's if Wye's do not need to be replaced</td> <td>EACH</td> <td>21.00</td> <td>($340.00)</td> <td>($7,140.00)</td> <td>$</td> <td>$ - 46.00</td> <td>$ (15,640.00)</td> </tr> <tr> <td>CO2*</td> <td>6" Cured In Place Pipe Lining</td> <td>LF</td> <td>241.00</td> <td>$31.00</td> <td>$7,471.00</td> <td>12.20</td> <td>$ 378.20</td> <td>$ 253.20</td> <td>$ 7,849.20</td> </tr> <tr> <th colspan="4">CHANGE ORDER SUB-TOTAL</th> <th colspan="2"></th> <th colspan="2">$ 378.20</th> <th colspan="2">$ 29.20</th> </tr> <tr> <th colspan="4">TOTAL</th> <th colspan="2">$ 37,515.00</th> <th colspan="2"></th> <th colspan="2">$ 385,840.67</th> </tr> <tr> <td colspan="4">Retainage</td> <td colspan="2">$</td> <td colspan="2"></td> <td colspan="2">$ 19,292.03</td> </tr> <tr> <td colspan="4">Due</td> <td colspan="2">$ 37,515.00</td> <td colspan="2"></td> <td colspan="2">$ 366,548.64</td> </tr> </table>