K-3 - Pay Estimate 3 - Original Town Phase Two - Rathje Construction

<table> <tr> <th>ITEM NO.</th> <th>CONTRACT ITEMS</th> <th>UNIT</th> <th>BST QTY</th> <th>UNIT PRICE</th> <th>CONTRACTOR'S BID PRICE:</th> <th>For Projected QTY</th> <th>AMOUNT</th> <th>CONTRACTOR'S BID PRICE</th> <th>TOTAL TO DATE</th> <th>AMOUNT</th> </tr> <tr> <td colspan="11">NOTES: Items shown in BOLD are the ADDENDUM CHANGES</td> </tr> <tr> <td>1</td> <td>CLEARING & GRUBBING</td> <td>UNITS</td> <td>429.9</td> <td>$72.00</td> <td>$31,271.69</td> <td>579.80</td> <td>$41,221.60</td> <td>$57,523.29</td> <td>$12,271.60</td> </tr> <tr> <td>2</td> <td>REMOVAL OF ROADWAY AND BORROW</td> <td>CY</td> <td>1691.19</td> <td>$9.00</td> <td>$15,220.71</td> <td>100.00</td> <td>$900.00</td> <td>100.00</td> <td>$900.00</td> </tr> <tr> <td>3</td> <td>EXCAVATION, CLAY, LO. WASTE</td> <td>LF</td> <td>211.19</td> <td>$10.00</td> <td>$2,111.90</td> <td>850.00</td> <td>$8,500.00</td> <td>850.00</td> <td>$8,500.00</td> </tr> <tr> <td>4</td> <td>TOPSOIL, SEEP. SAVAGE & RESHEAR</td> <td>CY</td> <td>888.2</td> <td>$14.00</td> <td>$12,434.80</td> <td>200.00</td> <td>$2,800.00</td> <td>200.00</td> <td>$2,800.00</td> </tr> <tr> <td>5</td> <td>SURFACE PREPARATION</td> <td>SY</td> <td>4333.19</td> <td>$2.00</td> <td>$8,666.38</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>6</td> <td>SOILS, FILL, EARTH</td> <td>LF</td> <td>149.3</td> <td>$34.00</td> <td>$5,016.20</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>7</td> <td>SOILS, FILL, EARTH</td> <td>LF</td> <td>149.3</td> <td>$34.00</td> <td>$5,016.20</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>8</td> <td>REMOVAL OF DOWN PIPE CULVERTS, ARC, SIZE AND TYPE</td> <td>LF</td> <td>134.4</td> <td>$10.00</td> <td>$1,344.00</td> <td>192.00</td> <td>$1,920.00</td> <td>316.00</td> <td>$3,160.00</td> </tr> <tr> <td>9</td> <td>STORM SEWER, TRENCHED, 12 IN. O/A</td> <td>LF</td> <td>296</td> <td>$50.00</td> <td>$14,800.00</td> <td>150.00</td> <td>$7,500.00</td> <td>150.00</td> <td>$7,500.00</td> </tr> <tr> <td>10</td> <td>STORM SEWER, TRENCHED, 18 IN. O/A</td> <td>LF</td> <td>425</td> <td>$32.00</td> <td>$13,600.00</td> <td>272.00</td> <td>$8,704.00</td> <td>164.00</td> <td>$16,400.00</td> </tr> <tr> <td>11</td> <td>STORM SEWER, TRENCHED, 18 IN. O/A</td> <td>LF</td> <td>407</td> <td>$32.00</td> <td>$12,944.00</td> <td>288.00</td> <td>$9,216.00</td> <td>464.00</td> <td>$4,640.00</td> </tr> <tr> <td>12</td> <td>STORM SEWER, TRENCHED, 14 IN. O/A</td> <td>LF</td> <td>313.5</td> <td>$38.00</td> <td>$11,923.00</td> <td>381.00</td> <td>$14,478.00</td> <td>317.50</td> <td>$1,215.00</td> </tr> <tr> <td>13</td> <td>PRESSURE, ASP. 24 IN.</td> <td>BACH</td> <td>1</td> <td>$1,200.00</td> <td>$1,200.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>14</td> <td>SUBDRAIN, PERFORATED PLASTIC PIPE, 4 IN. O/A</td> <td>LF</td> <td>220</td> <td>$14.00</td> <td>$3,080.00</td> <td>92.00</td> <td>$1,314.00</td> <td>84.00</td> <td>$1,148.00</td> </tr> <tr> <td>15</td> <td>SUBDRAIN, PERFORATED PLASTIC PIPE, 6 IN. O/A</td> <td>LF</td> <td>585</td> <td>$15.00</td> <td>$8,775.00</td> <td>3.00</td> <td>$45.00</td> <td>3.00</td> <td>$45.00</td> </tr> <tr> <td>16</td> <td>SUBDRAIN OUTLET, CMP, 4 IN. O/A</td> <td>BACH</td> <td>23</td> <td>$210.00</td> <td>$4,830.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>17</td> <td>SUBDRAIN OUTLET, CMP, 6 IN. O/A</td> <td>BACH</td> <td>23</td> <td>$210.00</td> <td>$4,830.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>18</td> <td>SUBDRAIN, PERFORATED PLASTIC PIPE, 4 IN. O/A</td> <td>LF</td> <td>149</td> <td>$18.00</td> <td>$2,682.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>19</td> <td>SUBDRAIN, PERFORATED PLASTIC PIPE, 6 IN. O/A</td> <td>LF</td> <td>149</td> <td>$18.00</td> <td>$2,682.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>20</td> <td>WATERMAIN, TRENCHED, 18-1/2 PVC, 6 IN. O/A</td> <td>LF</td> <td>149</td> <td>$18.00</td> <td>$2,682.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>21</td> <td>ATTENUS, MIG, 600 GPM</td> <td>BACH</td> <td>1</td> <td>$2,500.00</td> <td>$2,500.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>22</td> <td>WATER SERVICE, COPPER, 1 IN. O/A</td> <td>LF</td> <td>335</td> <td>$12.00</td> <td>$4,020.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>23</td> <td>WATER SERVICE CORPORATION, 1 IN. O/A</td> <td>BACH</td> <td>1</td> <td>$107.00</td> <td>$107.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>24</td> <td>WATER SERVICE CURB STOP AND BOX, 1 IN. O/A</td> <td>BACH</td> <td>1</td> <td>$150.00</td> <td>$150.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>25</td> <td>WATER SERVICE CORPORATION, 1 IN. O/A</td> <td>BACH</td> <td>1</td> <td>$150.00</td> <td>$150.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>26</td> <td>FIRE HYDRANT ASSEMBLY, VM-400L</td> <td>BACH</td> <td>1</td> <td>$4,700.00</td> <td>$4,700.00</td> <td>1.00</td> <td>$4,700.00</td> <td>1.00</td> <td>$4,700.00</td> </tr> <tr> <td>27</td> <td>MAZE BOX EXTENSION/ADJUSTMENT</td> <td>BACH</td> <td>7</td> <td>$400.00</td> <td>$2,800.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>28</td> <td>FIRE HYDRANT ADJUSTMENT</td> <td>BACH</td> <td>1</td> <td>$1,400.00</td> <td>$1,400.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>29</td> <td>WATERMETER, SW-400L, 4 IN.</td> <td>BACH</td> <td>8</td> <td>$3,800.00</td> <td>$30,400.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>30</td> <td>WATERMETER, SW-400L, 4 IN.</td> <td>BACH</td> <td>8</td> <td>$3,800.00</td> <td>$30,400.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>31</td> <td>MANHOLE, SW-400L, 48 IN.</td> <td>BACH</td> <td>1</td> <td>$3,515.00</td> <td>$3,515.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>32</td> <td>MANHOLE, SW-400L, 48 IN.</td> <td>BACH</td> <td>1</td> <td>$3,515.00</td> <td>$3,515.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>33</td> <td>MANHOLE, SW-400L, 48 IN.</td> <td>BACH</td> <td>1</td> <td>$3,515.00</td> <td>$3,515.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>34</td> <td>INTAKE, 500-GAL, MODIFIED</td> <td>BACH</td> <td>1</td> <td>$1,230.00</td> <td>$1,230.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>35</td> <td>INTAKE, SW-500L</td> <td>BACH</td> <td>1</td> <td>$1,090.00</td> <td>$1,090.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>36</td> <td>MANHOLE ADJUSTMENT, MINOR</td> <td>BACH</td> <td>4</td> <td>$100.00</td> <td>$400.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>37</td> <td>REMOVE MANHOLE</td> <td>BACH</td> <td>8</td> <td>$750.00</td> <td>$6,000.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>38</td> <td>REMOVE INTAKE</td> <td>BACH</td> <td>8</td> <td>$750.00</td> <td>$6,000.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>39</td> <td>PARKING, FULL, PER FT/HOUR, BY COUNT</td> <td>BACH</td> <td>10</td> <td>$25.00</td> <td>$250.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>40</td> <td>PARKING, FULL, PER FT/HOUR, BY COUNT</td> <td>SY</td> <td>11</td> <td>$38.00</td> <td>$418.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>41</td> <td>PARKING, FULL, PER FT/HOUR, BY COUNT</td> <td>SY</td> <td>11</td> <td>$38.00</td> <td>$418.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>42</td> <td>PARKING, POL, CLASS 2, DURABILITY 9 IN. THICK</td> <td>SY</td> <td>1236.81</td> <td>$46.00</td> <td>$56,835.26</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>43</td> <td>PARKING, POL, CLASS 2, DURABILITY 9 IN. THICK</td> <td>SY</td> <td>1237.81</td> <td>$46.00</td> <td>$56,835.26</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>44</td> <td>PARKING, DENSIFIED HEAVY</td> <td>SY</td> <td>611.19</td> <td>$51.00</td> <td>$31,181.69</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>45</td> <td>ASPHALT, 30MM, 30MM, 9 IN. THICK</td> <td>LF</td> <td>2087.1</td> <td>$19.00</td> <td>$39,654.90</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>46</td> <td>ASPHALT, 30MM, 30MM, 9 IN. THICK</td> <td>LF</td> <td>2087.1</td> <td>$19.00</td> <td>$39,654.90</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>47</td> <td>ASPHALT, 30MM, 30MM, 9 IN. THICK</td> <td>LF</td> <td>2087.1</td> <td>$19.00</td> <td>$39,654.90</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>48</td> <td>ASPHALT, 30MM, 30MM, 9 IN. THICK</td> <td>LF</td> <td>2087.1</td> <td>$19.00</td> <td>$39,654.90</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>49</td> <td>ASPHALT, 30MM, 30MM, 9 IN. THICK</td> <td>LF</td> <td>2087.1</td> <td>$19.00</td> <td>$39,654.90</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>50</td> <td>REMOVAL OF SIDEWALK</td> <td>SY</td> <td>127</td> <td>$6.00</td> <td>$762.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>51</td> <td>REMOVAL OF SIDEWALK</td> <td>SY</td> <td>127</td> <td>$6.00</td> <td>$762.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>52</td> <td>REMOVAL OF SIDEWALK</td> <td>SY</td> <td>127</td> <td>$6.00</td> <td>$762.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>53</td> <td>REMOVAL OF SIDEWALK</td> <td>SY</td> <td>127</td> <td>$6.00</td> <td>$762.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>54</td> <td>REMOVAL OF SIDEWALK</td> <td>SY</td> <td>127</td> <td>$6.00</td> <td>$762.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>55</td> <td>REMOVAL OF SIDEWALK</td> <td>SY</td> <td>127</td> <td>$6.00</td> <td>$762.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>56</td> <td>REMOVAL OF SIDEWALK</td> <td>SY</td> <td>127</td> <td>$6.00</td> <td>$762.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>57</td> <td>REMOVAL OF SIDEWALK</td> <td>SY</td> <td>127</td> <td>$6.00</td> <td>$762.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>58</td> <td>REMOVAL OF SIDEWALK</td> <td>SY</td> <td>127</td> <td>$6.00</td> <td>$762.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>59</td> <td>REMOVAL OF SIDEWALK</td> <td>SY</td> <td>127</td> <td>$6.00</td> <td>$762.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>60</td> <td>REMOVAL OF SIDEWALK</td> <td>SY</td> <td>127</td> <td>$6.00</td> <td>$762.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>61</td> <td>REMOVAL OF SIDEWALK</td> <td>SY</td> <td>127</td> <td>$6.00</td> <td>$762.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>62</td> <td>REMOVAL OF SIDEWALK</td> <td>SY</td> <td>127</td> <td>$6.00</td> <td>$762.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>63</td> <td>REMOVAL OF SIDEWALK</td> <td>SY</td> <td>127</td> <td>$6.00</td> <td>$762.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>64</td> <td>REMOVAL OF SIDEWALK</td> <td>SY</td> <td>127</td> <td>$6.00</td> <td>$762.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>65</td> <td>REMOVAL OF SIDEWALK</td> <td>SY</td> <td>127</td> <td>$6.00</td> <td>$762.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>66</td> <td>REMOVAL OF SIDEWALK</td> <td>SY</td> <td>127</td> <td>$6.00</td> <td>$762.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>67</td> <td>REMOVAL OF SIDEWALK</td> <td>SY</td> <td>127</td> <td>$6.00</td> <td>$762.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>68</td> <td>REMOVAL OF SIDEWALK</td> <td>SY</td> <td>127</td> <td>$6.00</td> <td>$762.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>69</td> <td>REMOVAL OF SIDEWALK</td> <td>SY</td> <td>127</td> <td>$6.00</td> <td>$762.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>70</td> <td>REMOVAL OF SIDEWALK</td> <td>SY</td> <td>127</td> <td>$6.00</td> <td>$762.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>71</td> <td>REMOVAL OF SIDEWALK</td> <td>SY</td> <td>127</td> <td>$6.00</td> <td>$762.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>72</td> <td>REMOVAL OF SIDEWALK</td> <td>SY</td> <td>127</td> <td>$6.00</td> <td>$762.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>73</td> <td>REMOVAL OF SIDEWALK</td> <td>SY</td> <td>127</td> <td>$6.00</td> <td>$762.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>74</td> <td>TYPE A SIGNS</td> <td>SF</td> <td>114.91</td> <td>$19.00</td> <td>$2,173.39</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>75</td> <td>TYPE A SIGNS</td> <td>SF</td> <td>114.91</td> <td>$19.00</td> <td>$2,173.39</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>76</td> <td>TYPE A SIGNS</td> <td>SF</td> <td>114.91</td> <td>$19.00</td> <td>$2,173.39</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>77</td> <td>TYPE A SIGNS</td> <td>SF</td> <td>114.91</td> <td>$19.00</td> <td>$2,173.39</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>78</td> <td>TYPE A SIGNS</td> <td>SF</td> <td>114.91</td> <td>$19.00</td> <td>$2,173.39</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>79</td> <td>TYPE A SIGNS</td> <td>SF</td> <td>114.91</td> <td>$19.00</td> <td>$2,173.39</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>80</td> <td>TYPE A SIGNS</td> <td>SF</td> <td>114.91</td> <td>$19.00</td> <td>$2,173.39</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>81</td> <td>STRUCTURAL CONCRETE</td> <td>CY</td> <td>48.5</td> <td>$600.00</td> <td>$29,100.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>82</td> <td>REINFORCING STEEL</td> <td>LF</td> <td>3457.1</td> <td>$2.00</td> <td>$6,914.20</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>83</td> <td>ENGINEERING SOIL</td> <td>CY</td> <td>1391.0</td> <td>$110.00</td> <td>$152,010.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>84</td> <td>CHUNKY AGGREGATE</td> <td>CY</td> <td>463</td> <td>$2.00</td> <td>$926.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>85</td> <td>ASPHALT SUBBASE</td> <td>CY</td> <td>1860</td> <td>$2.00</td> <td>$3,720.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>86</td> <td>ASPHALT, 30MM, 30MM, 9 IN. THICK, RIGID PIPE, 8 IN. DIA. WITH DOME GRATE</td> <td>LF</td> <td>210</td> <td>$15.00</td> <td>$3,150.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>87</td> <td>MUSCLE, HANDWORK</td> <td>SF</td> <td>465</td> <td>$2.00</td> <td>$930.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>88</td> <td>ASPHALT, HANDWORK</td> <td>SF</td> <td>1960</td> <td>$0.75</td> <td>$1,470.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>89</td> <td>STEEL PIPE, HANDWORK</td> <td>LF</td> <td>251.3</td> <td>$50.00</td> <td>$12,565.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td colspan="10">TOTAL OF THE ABOVE (SUM of Items 1-89) $1,048,014.84</td> <td>140,238.49</td> <td>231,434.59</td> </tr> <tr> <td>CO1</td> <td>General and Subbase</td> <td></td> <td>1.00</td> <td>$10,000.00</td> <td>$10,000.00</td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>CO2</td> <td>Connection of storm lines and roof drains</td> <td>BACH</td> <td>2.00</td> <td>$85.00</td> <td>$170.00</td> <td>1.00</td> <td>$205.00</td> <td>1.00</td> <td>$205.00</td> </tr> <tr> <td>CO3</td> <td>Plumbing Master for storm sewer abandonment</td> <td>CY</td> <td>1.00</td> <td>$1,500.00</td> <td>$1,500.00</td> <td>0.50</td> <td>$750.00</td> <td>0.50</td> <td>$750.00</td> </tr> <tr> <td>CO4</td> <td>Materials Shovel-on-site</td> <td></td> <td></td> <td></td> <td></td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>CO5</td> <td>Materials Shovel-on-site (Daily)</td> <td></td> <td></td> <td></td> <td></td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>CO6</td> <td>Materials Shovel-on-site (Daily)</td> <td></td> <td></td> <td></td> <td></td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td>CO7</td> <td>Materials Shovel-on-site (Daily)</td> <td></td> <td></td> <td></td> <td></td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td colspan="10">CHANGE ORDER SUB-TOTAL</td> <td>2,566.00</td> <td>2,968.30</td> </tr> <tr> <td colspan="10">AMOUNT EARNED TOTAL</td> <td>142,804.84</td> <td>234,402.89</td> </tr> <tr> <td colspan="10">TOTAL</td> <td>115,986.00</td> <td>301,095.09</td> </tr> </table>