contract agreement · K-2
K-2 - Pay Estimate 1 - Boomerang - Potter Creek Interceptor Sewer
Page 3 of 3
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<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 #1</th>
<th colspan="2">TOTAL TO DATE</th>
</tr>
<tr>
<th></th>
<th></th>
<th></th>
<th></th>
<th></th>
<th></th>
<th>QTY</th>
<th>AMOUNT</th>
<th>QTY</th>
<th>AMOUNT</th>
</tr>
<tr>
<td colspan="10">(NOTE: Items shown in BOLD are the ADDENDUM CHANGES)</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>1,207.40</td>
<td>$47,088.60</td>
<td>1,207.40</td>
<td>$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>0.75</td>
<td>$8,250.00</td>
<td>0.75</td>
<td>$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>188.00</td>
<td>$17,672.00</td>
<td>188.00</td>
<td>$17,672.00</td>
</tr>
<tr>
<td>4</td>
<td>SANITARY SEWER, TRENCHED, 12 IN DIA.</td>
<td>LF</td>
<td>1,280.00</td>
<td>$120.00</td>
<td>$153,600.00</td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr>
<td>5</td>
<td>SANITARY SEWER, TRENCHED, 12 IN DIA, RJ</td>
<td>LF</td>
<td>277.00</td>
<td>$140.00</td>
<td>$38,780.00</td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr>
<td>6</td>
<td>SANITARY SEWER, TRENCHED, 15 IN DIA.</td>
<td>LF</td>
<td>400.00</td>
<td>$145.00</td>
<td>$58,000.00</td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr>
<td>7</td>
<td>SANITARY SEWER, TRENCHLESS, 12 IN DIA, RJ WITH CASING</td>
<td>LF</td>
<td>390.00</td>
<td>$230.00</td>
<td>$89,200.00</td>
<td></td>
<td></td>
<td></td>
<td></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>3.00</td>
<td>$600.00</td>
<td>3.00</td>
<td>$600.00</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></td>
<td></td>
<td></td>
<td></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></td>
<td></td>
<td></td>
<td></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></td>
<td></td>
<td></td>
<td></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>1.00</td>
<td>$2,500.00</td>
<td>1.00</td>
<td>$2,500.00</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></td>
<td></td>
<td></td>
<td></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>225.00</td>
<td>$5,625.00</td>
<td>225.00</td>
<td>$5,625.00</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>93.00</td>
<td>$2,325.00</td>
<td>93.00</td>
<td>$2,325.00</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></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr>
<td>17</td>
<td>SIDEWALK, PCC, 6-INCH</td>
<td>SY</td>
<td>25.00</td>
<td>$100.00</td>
<td>$2,500.00</td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr>
<td>18</td>
<td>DETECTABLE WARNINGS</td>
<td>SF</td>
<td>40.00</td>
<td>$59.00</td>
<td>$2,360.00</td>
<td></td>
<td></td>
<td></td>
<td></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></td>
<td></td>
<td></td>
<td></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></td>
<td></td>
<td></td>
<td></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></td>
<td></td>
<td></td>
<td></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></td>
<td></td>
<td></td>
<td></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></td>
<td></td>
<td></td>
<td></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></td>
<td></td>
<td></td>
<td></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>0.10</td>
<td>$100.00</td>
</tr>
<tr>
<td>26</td>
<td>PERIMETR ERGSLOPE SEDIMENT CONTROL DEVICE 9 INCH</td>
<td>LF</td>
<td>3,830.00</td>
<td>$2.50</td>
<td>$9,625.00</td>
<td>1,496.00</td>
<td>$3,740.00</td>
<td>1,496.00</td>
<td>$3,740.00</td>
</tr>
<tr>
<td>27</td>
<td>INLET PROTECTION DEVICE</td>
<td>EACH</td>
<td>15.00</td>
<td>$75.00</td>
<td>$1,125.00</td>
<td>6.00</td>
<td>$450.00</td>
<td>6.00</td>
<td>$450.00</td>
</tr>
<tr>
<td>28</td>
<td>REMOVAL OF FENCE</td>
<td>LF</td>
<td>240.00</td>
<td>$10.00</td>
<td>$2,400.00</td>
<td></td>
<td></td>
<td></td>
<td></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>0.25</td>
<td>$61,500.00</td>
<td>0.25</td>
<td>$61,500.00</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>0.25</td>
<td>$2,500.00</td>
<td>0.25</td>
<td>$2,500.00</td>
</tr>
<tr>
<td>31</td>
<td>DEBRIS REMOVAL</td>
<td>LS</td>
<td>1.00</td>
<td>$5,000.00</td>
<td>$5,000.00</td>
<td></td>
<td></td>
<td></td>
<td></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></td>
<td></td>
<td></td>
<td></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>1.00</td>
<td>$5,000.00</td>
<td>1.00</td>
<td>$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></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr>
<td colspan="6">TOTAL OF THE BASE BID (Total of Items 1-34): $1,067,837.60</td>
<td colspan="2">$157,350.60</td>
<td colspan="2">$157,350.60</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></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr>
<td colspan="6">#33 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></td>
<td></td>
<td></td>
<td></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>1.00</td>
<td>$2,200.00</td>
<td>1.00</td>
<td>$2,200.00</td>
</tr>
<tr>
<td colspan="6">REPLACEMENT OF UNSUITABLE BACKFILL</td>
<td>TON</td>
<td>540.00</td>
<td>$12.87</td>
<td>$6,949.80</td>
<td>540.00</td>
<td>$6,949.80</td>
<td>540.00</td>
<td>$6,949.80</td>
</tr>
<tr>
<td colspan="6"></td>
<td></td>
<td>$0.00</td>
<td></td>
<td>$0.00</td>
<td></td>
<td>$0.00</td>
<td></td>
<td>$0.00</td>
</tr>
<tr>
<td colspan="6"></td>
<td></td>
<td>$0.00</td>
<td></td>
<td>$0.00</td>
<td></td>
<td>$0.00</td>
<td></td>
<td>$0.00</td>
</tr>
<tr>
<td colspan="6"></td>
<td></td>
<td>$0.00</td>
<td></td>
<td>$0.00</td>
<td></td>
<td>$0.00</td>
<td></td>
<td>$0.00</td>
</tr>
<tr>
<td colspan="6">CHANGE ORDER SUB-TOTAL</td>
<td></td>
<td>$3,439.80</td>
<td></td>
<td>$9,149.80</td>
<td></td>
<td>$9,149.80</td>
<td></td>
<td>$9,149.80</td>
</tr>
<tr>
<td colspan="6">AMOUNT EARNED TOTAL</td>
<td></td>
<td></td>
<td></td>
<td>$166,500.40</td>
<td></td>
<td>$166,500.40</td>
<td></td>
<td>$166,500.40</td>
</tr>
<tr>
<td>9998</td>
<td>Materials Stored on-site</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></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></td>
<td></td>
<td></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>
<td></td>
<td></td>
<td></td>
</tr>
<tr>
<td colspan="6">TOTAL</td>
<td></td>
<td>$166,500.40</td>
<td></td>
<td>$166,500.40</td>
<td></td>
<td>$166,500.40</td>
<td></td>
<td>$166,500.40</td>
</tr>
</table>
Sources
- sharepoint (K-2 - Pay Estimate 1 - Boomerang - Potter Creek Interceptor Sewer.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.