K-3 - Pay Estimate 5 - Boomerang - Potter Creek Sewer Interceptor - Final

<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 colspan="2">Pay Period #5</th> <th>TOTAL TO DATE</th> </tr> <tr> <td colspan="6">(NOTE: Items shown in BOLD are the ADDENDUM CHANGES)</td> <td colspan="2"></td> <td></td> </tr> <tr> <td>1</td> <td>CLEARING & GRUBBING</td> <td>UNITS</td> <td>1,207.40</td> <td>$39.00</td> <td>$47,088.60</td> <td>S</td> <td>-</td> <td>1,207.40 $ 47,088.60</td> </tr> <tr> <td>2</td> <td>CLEARING & GRUBBING</td> <td>ACRE</td> <td>0.75</td> <td>$11,000.00</td> <td>$8,250.00</td> <td>S</td> <td>-</td> <td>0.75 $ 8,250.00</td> </tr> <tr> <td>3</td> <td>SANITARY SEWER, TRENCHED, 8 IN DIA.</td> <td>LF</td> <td>202.00</td> <td>$94.00</td> <td>$18,988.00</td> <td>S</td> <td>-</td> <td>218.00 $ 20,922.00</td> </tr> <tr> <td>4</td> <td>SANITARY SEWER, TRENCHED, 12 IN DIA.</td> <td>LF</td> <td>1,280.00</td> <td>$124.00</td> <td>$157,920.00</td> <td>S</td> <td>-</td> <td>1,280.00 $ 157,920.00</td> </tr> <tr> <td>5</td> <td>SANITARY SEWER, TRENCHED, 12 IN DIA, RJ</td> <td>LF</td> <td>277.00</td> <td>$142.00</td> <td>$39,254.00</td> <td>S</td> <td>-</td> <td>277.00 $ 39,254.00</td> </tr> <tr> <td>6</td> <td>SANITARY SEWER, TRENCHED, 12 IN DIA, RJ</td> <td>LF</td> <td>400.00</td> <td>$145.00</td> <td>$58,000.00</td> <td>S</td> <td>-</td> <td>400.00 $ 58,000.00</td> </tr> <tr> <td>7</td> <td>SANITARY SEWER, TRENCHED, 12 IN DIA, RJ WITH CASING</td> <td>LF</td> <td>390.00</td> <td>$330.00</td> <td>$129,700.00</td> <td>S</td> <td>-</td> <td>390.00 $ 129,700.00</td> </tr> <tr> <td>8</td> <td>REMOVAL OF EXISTING SANITARY SEWER, 8 IN DIA.</td> <td>LF</td> <td>3.00</td> <td>$200.00</td> <td>$600.00</td> <td>S</td> <td>-</td> <td>5.20 $ 1,040.00</td> </tr> <tr> <td>9</td> <td>REMOVAL OF EXISTING SANITARY SEWER, 15 IN DIA.</td> <td>LF</td> <td>400.00</td> <td>$35.00</td> <td>$14,000.00</td> <td>S</td> <td>-</td> <td>400.00 $ 14,000.00</td> </tr> <tr> <td>10</td> <td>BYPASS PUMPING</td> <td>LS</td> <td>1.00</td> <td>$5,000.00</td> <td>$5,000.00</td> <td>S</td> <td>-</td> <td>1.00 $ 5,000.00</td> </tr> <tr> <td>11</td> <td>MANHOLE, SW-301, 48 IN.</td> <td>EACH</td> <td>13.00</td> <td>$7,500.00</td> <td>$97,500.00</td> <td>S</td> <td>-</td> <td>13.00 $ 97,500.00</td> </tr> <tr> <td>12</td> <td>CONNECTION TO EXISTING MANHOLE</td> <td>EACH</td> <td>14.00</td> <td>$2,500.00</td> <td>$35,000.00</td> <td>S</td> <td>-</td> <td>14.00 $ 35,000.00</td> </tr> <tr> <td>13</td> <td>REMOVE SANITARY MANHOLE</td> <td>EACH</td> <td>6.00</td> <td>$1,000.00</td> <td>$6,000.00</td> <td>S</td> <td>-</td> <td>6.00 $ 6,000.00</td> </tr> <tr> <td>14</td> <td>REMOVE EXISTING SIDEWALK</td> <td>SY</td> <td>225.00</td> <td>$25.00</td> <td>$5,625.00</td> <td>S</td> <td>-</td> <td>277.00 $ 6,925.00</td> </tr> <tr> <td>15</td> <td>REMOVE EXISTING DRIVEWAY</td> <td>SY</td> <td>93.00</td> <td>$25.00</td> <td>$2,325.00</td> <td>S</td> <td>-</td> <td>134.00 $ 3,350.00</td> </tr> <tr> <td>16</td> <td>SIDEWALK, PCC, 4-INCH</td> <td>SY</td> <td>200.00</td> <td>$68.00</td> <td>$13,600.00</td> <td>S</td> <td>-</td> <td>225.00 $ 15,300.00</td> </tr> <tr> <td>17</td> <td>REPLACE SIDEWALK</td> <td>SY</td> <td>25.00</td> <td>$100.00</td> <td>$2,500.00</td> <td>S</td> <td>-</td> <td>52.00 $ 5,200.00</td> </tr> <tr> <td>18</td> <td>DETECTABLE WARNINGS</td> <td>SF</td> <td>40.00</td> <td>$50.00</td> <td>$2,000.00</td> <td>S</td> <td>-</td> <td>40.00 $ 2,000.00</td> </tr> <tr> <td>19</td> <td>DRIVEWAY, PCC, 6-INCH</td> <td>SY</td> <td>93.00</td> <td>$76.00</td> <td>$7,068.00</td> <td>S</td> <td>-</td> <td>134.00 $ 10,184.00</td> </tr> <tr> <td>20</td> <td>PATCHES, FULL DEPTH, FINISH, PCC</td> <td>SY</td> <td>165.00</td> <td>$140.00</td> <td>$23,100.00</td> <td>S</td> <td>-</td> <td>204.00 $ 28,560.00</td> </tr> <tr> <td>21</td> <td>PATCHES, SUBBASE</td> <td>SY</td> <td>165.00</td> <td>$22.00</td> <td>$3,630.00</td> <td>S</td> <td>-</td> <td>204.00 $ 4,488.00</td> </tr> <tr> <td>22</td> <td>SLOPE PROTECTION, WOOD EXCELSIOR MAT</td> <td>SQ</td> <td>1,133.00</td> <td>$11.00</td> <td>$12,463.00</td> <td>S</td> <td>-</td> <td>423.00 $ 4,675.00</td> </tr> <tr> <td>23</td> <td>STABILIZING CROP SEEDING, FERTILIZING, (URBAN)</td> <td>ACRE</td> <td>1.30</td> <td>$600.00</td> <td>$780.00</td> <td>S</td> <td>-</td> <td>1.30 $ 8,322.00</td> </tr> <tr> <td>24</td> <td>CONVENTIONAL SEEDING, FERT., AND MULCHING (URBAN)</td> <td>ACRE</td> <td>2.60</td> <td>$2,400.00</td> <td>$6,240.00</td> <td>S</td> <td>-</td> <td>3.68 $ 8,832.00</td> </tr> <tr> <td>25</td> <td>SWPPP MANAGEMENT</td> <td>LS</td> <td>1.00</td> <td>$1,000.00</td> <td>$1,000.00</td> <td>0.10</td> <td>100.00</td> <td>1.00 $ 1,000.00</td> </tr> <tr> <td>26</td> <td>PERIMETER+SLOPE SEDIMENT CONTROL DEVICE 9 INCH</td> <td>LF</td> <td>3,850.00</td> <td>$25.00</td> <td>$96,250.00</td> <td>S</td> <td>-</td> <td>2,596.00 $ 6,490.00</td> </tr> <tr> <td>27</td> <td>INLET PROTECTION DEVICE</td> <td>EACH</td> <td>12.00</td> <td>$75.00</td> <td>$975.00</td> <td>S</td> <td>-</td> <td>6.00 $ 450.00</td> </tr> <tr> <td>28</td> <td>REPLACEMENT FENCE</td> <td>LF</td> <td>240.00</td> <td>$10.00</td> <td>$2,400.00</td> <td>S</td> <td>-</td> <td>240.00 $ 2,400.00</td> </tr> <tr> <td>29</td> <td>Mobilization</td> <td>LS</td> <td>1.00</td> <td>$246,000.00</td> <td>$246,000.00</td> <td>S</td> <td>-</td> <td>1.00 $ 246,000.00</td> </tr> <tr> <td>30</td> <td>TRAFFIC CONTROL</td> <td>LS</td> <td>1.00</td> <td>$10,000.00</td> <td>$10,000.00</td> <td>S</td> <td>-</td> <td>1.00 $ 10,000.00</td> </tr> <tr> <td>31</td> <td>DEWATERING</td> <td>LS</td> <td>1.00</td> <td>$5,000.00</td> <td>$5,000.00</td> <td>S</td> <td>-</td> <td>1.00 $ 5,000.00</td> </tr> <tr> <td>32</td> <td>SANITARY SEWER ACCEPTANCE TESTING</td> <td>LS</td> <td>1.00</td> <td>$15,000.00</td> <td>$15,000.00</td> <td>0.10</td> <td>1,500.00</td> <td>1.00 $ 15,000.00</td> </tr> <tr> <td>33</td> <td>RAILROAD LTD</td> <td>LS</td> <td>1.00</td> <td>$5,000.00</td> <td>$5,000.00</td> <td>S</td> <td>-</td> <td>1.00 $ 5,000.00</td> </tr> <tr> <td>34</td> <td>INTERNAL DROP CONNECTION</td> <td>EACH</td> <td>1.00</td> <td>$4,000.00</td> <td>$4,000.00</td> <td>S</td> <td>-</td> <td>1.00 $ 4,000.00</td> </tr> <tr> <td colspan="6">TOTAL OF THE BASE BID (Total of Items 1-34):</td> <td colspan="2">$1,067,857.60</td> <td>$1,600.00 $1,085,664.60</td> </tr> <tr> <td colspan="6">CO1 SANITARY SEWER, TRENCHED, 12 IN DIA, RJ</td> <td>LF</td> <td>-265.00</td> <td>$140.00</td> <td>($37,100.00)</td> <td>S</td> <td>-</td> <td></td> </tr> <tr> <td colspan="6">#35 SANITARY SEWER, TRENCHED, 12 IN DIA, C-900</td> <td>LF</td> <td>265.00</td> <td>$126.00</td> <td>$33,390.00</td> <td>S</td> <td>-</td> <td>265.00 $ 33,390.00</td> </tr> <tr> <td colspan="6">CONNECTION OF EXISTING SEWER SERVICE</td> <td>LS</td> <td>1.00</td> <td>$2,200.00</td> <td>$2,200.00</td> <td>S</td> <td>-</td> <td>1.00 $ 2,200.00</td> </tr> <tr> <td colspan="6">REPLACEMENT OF UNSUITABLE BACKFILL</td> <td>TON</td> <td>540.00</td> <td>$2,17</td> <td>$1,149,400.00</td> <td>S</td> <td>-</td> <td>540.00 $ 1,149,400.00</td> </tr> <tr> <td colspan="6">CO2 Rip-Rap at IDOT RCB Culvert</td> <td>TON</td> <td>50.00</td> <td>$122.00</td> <td>$6,100.00</td> <td>S</td> <td>-</td> <td>43.00 $ 5,246.00</td> </tr> <tr> <td colspan="6">CO3 Deduct from Retaining for Street Repair of Street</td> <td>LS</td> <td>1.00</td> <td>($3,000.00)</td> <td>($3,000.00)</td> <td>1.00</td> <td>(3,000.00)</td> <td>1.00 (3,000.00)</td> </tr> <tr> <td colspan="6">CHANGE ORDER SUB-TOTAL</td> <td></td> <td></td> <td>$8,539.80</td> <td>(3,000.00)</td> <td>$4,478.80</td> </tr> <tr> <td colspan="6">AMOUNT EARNED TOTAL</td> <td></td> <td></td> <td>($1,400.00)</td> <td></td> <td>1,130,450.40</td> </tr> <tr> <td>9998</td> <td>Materials Stored on-site</td> <td></td> <td></td> <td></td> <td></td> <td>S</td> <td>-</td> <td></td> <td></td> <td></td> </tr> <tr> <td>9999</td> <td>Materials Installed on-site (Deduct)</td> <td></td> <td></td> <td></td> <td></td> <td>S</td> <td>-</td> <td></td> <td></td> <td></td> </tr> <tr> <td colspan="6">MATERIALS SUB-TOTAL</td> <td></td> <td></td> <td></td> <td></td> <td></td> </tr> <tr> <td colspan="6">TOTAL</td> <td></td> <td></td> <td>($1,400.00)</td> <td></td> <td>1,130,450.40</td> </tr> </table>