contract agreement · K-4
K-4 - Pay Estimate 11 - Final - Original Town Urbanization Phase One - LL Pelling
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Text read by the vision model; check the PDF for anything that matters.<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 #11</th>
<th>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></th>
</tr>
<tr>
<td colspan="8">(NOTE: Items shown in BOLD are the ADDENDUM CHANGES)</td>
<td></td>
</tr>
<tr>
<td>1</td>
<td>Topsill, On Site</td>
<td>CY</td>
<td>690</td>
<td>$12.00</td>
<td>$8,280.00</td>
<td>$ -</td>
<td>690.00</td>
<td>$ 8,280.00</td>
</tr>
<tr>
<td>2</td>
<td>Excavation, Class 10, Roadway & Borrow</td>
<td>CY</td>
<td>2025</td>
<td>$25.00</td>
<td>$50,625.00</td>
<td>$ -</td>
<td>5,104.00</td>
<td>$ 127,600.00</td>
</tr>
<tr>
<td>3</td>
<td>Modified Subbase</td>
<td>SY</td>
<td>3233</td>
<td>$7.00</td>
<td>$22,631.00</td>
<td>$ -</td>
<td>3,584.50</td>
<td>$ 25,091.50</td>
</tr>
<tr>
<td>4</td>
<td>Removal on Known Pipe Culvert, Misc Size& Type</td>
<td>LF</td>
<td>1277.5</td>
<td>$9.00</td>
<td>$11,497.50</td>
<td>$ -</td>
<td>1,275.00</td>
<td>$ 11,475.00</td>
</tr>
<tr>
<td>5</td>
<td>Storm Sewer, Trenched, RCP, 2000D, CL3, 12" Dia.</td>
<td>LF</td>
<td>37</td>
<td>$48.00</td>
<td>$1,776.00</td>
<td>$ -</td>
<td>45.00</td>
<td>$ 2,160.00</td>
</tr>
<tr>
<td>6</td>
<td>Storm Sewer, Trenched, RCP, 2000D, CL3, 15" Dia.</td>
<td>LF</td>
<td>497</td>
<td>$50.50</td>
<td>$25,098.50</td>
<td>$ -</td>
<td>497.00</td>
<td>$ 25,098.50</td>
</tr>
<tr>
<td>7</td>
<td>Storm Sewer, Trenched, RCP, 2000D, CL3, 18" Dia.</td>
<td>LF</td>
<td>641</td>
<td>$53.00</td>
<td>$33,973.00</td>
<td>$ -</td>
<td>641.00</td>
<td>$ 33,973.00</td>
</tr>
<tr>
<td>8</td>
<td>24" Dia.</td>
<td>LF</td>
<td>393</td>
<td>$68.00</td>
<td>$26,724.00</td>
<td>$ -</td>
<td>393.00</td>
<td>$ 26,724.00</td>
</tr>
<tr>
<td>9</td>
<td>30" Dia.</td>
<td>LF</td>
<td>90</td>
<td>$95.00</td>
<td>$8,550.00</td>
<td>$ -</td>
<td>90.00</td>
<td>$ 8,550.00</td>
</tr>
<tr>
<td>10</td>
<td>Pipe Aprons, RCP, 12"</td>
<td>EACH</td>
<td>2</td>
<td>$1,050.00</td>
<td>$2,100.00</td>
<td>$ -</td>
<td>2.00</td>
<td>$ 2,100.00</td>
</tr>
<tr>
<td>11</td>
<td>Pipe Apron Guard</td>
<td>EACH</td>
<td>2</td>
<td>$650.00</td>
<td>$1,300.00</td>
<td>$ -</td>
<td>2.00</td>
<td>$ 1,300.00</td>
</tr>
<tr>
<td>12</td>
<td>Subdrain Perforated Plastic, 4" Dia.</td>
<td>LF</td>
<td>2517.5</td>
<td>$9.50</td>
<td>$23,916.25</td>
<td>$ -</td>
<td>2,517.50</td>
<td>$ 23,916.25</td>
</tr>
<tr>
<td>13</td>
<td>Subdrain Perforated Plastic, 6" Dia.</td>
<td>LF</td>
<td>446</td>
<td>$11.00</td>
<td>$4,906.00</td>
<td>$ -</td>
<td>725.00</td>
<td>$ 7,995.00</td>
</tr>
<tr>
<td>14</td>
<td>Subdrain Outlet, CMP, 4" Dia.</td>
<td>EACH</td>
<td>23</td>
<td>$225.00</td>
<td>$5,175.00</td>
<td>$ -</td>
<td>25.00</td>
<td>$ 5,625.00</td>
</tr>
<tr>
<td>15</td>
<td>Subdrain Outlet, CMP, 6" Dia.</td>
<td>EACH</td>
<td>2</td>
<td>$250.00</td>
<td>$500.00</td>
<td>$ -</td>
<td>4.00</td>
<td>$ 1,000.00</td>
</tr>
<tr>
<td>16</td>
<td>Valve Box Extension</td>
<td>EACH</td>
<td>5</td>
<td>$150.00</td>
<td>$750.00</td>
<td>$ -</td>
<td>5.00</td>
<td>$ 750.00</td>
</tr>
<tr>
<td>17</td>
<td>Fire Hydrant Adjustment</td>
<td>EACH</td>
<td>3</td>
<td>$950.00</td>
<td>$2,850.00</td>
<td>$ -</td>
<td>3.00</td>
<td>$ 2,850.00</td>
</tr>
<tr>
<td>18</td>
<td>Manhole, SW-401, 48" Dia.</td>
<td>EACH</td>
<td>3</td>
<td>$2,600.00</td>
<td>$7,800.00</td>
<td>$ -</td>
<td>3.00</td>
<td>$ 7,800.00</td>
</tr>
<tr>
<td>19</td>
<td>Intake, SW-501</td>
<td>EACH</td>
<td>18</td>
<td>$2,450.00</td>
<td>$44,100.00</td>
<td>$ -</td>
<td>18.00</td>
<td>$ 44,100.00</td>
</tr>
<tr>
<td>20</td>
<td>Intake, SW-501, Modified</td>
<td>EACH</td>
<td>4</td>
<td>$2,600.00</td>
<td>$10,400.00</td>
<td>$ -</td>
<td>4.00</td>
<td>$ 10,400.00</td>
</tr>
<tr>
<td>21</td>
<td>Intake, SW-508</td>
<td>EACH</td>
<td>1</td>
<td>$4,000.00</td>
<td>$4,000.00</td>
<td>$ -</td>
<td>1.00</td>
<td>$ 4,000.00</td>
</tr>
<tr>
<td>22</td>
<td>Manhole Adjustment, Minor</td>
<td>EACH</td>
<td>5</td>
<td>$800.00</td>
<td>$4,000.00</td>
<td>$ -</td>
<td>6.00</td>
<td>$ 4,800.00</td>
</tr>
<tr>
<td>23</td>
<td>Connection to Existing Intake</td>
<td>EACH</td>
<td>3</td>
<td>$750.00</td>
<td>$2,250.00</td>
<td>$ -</td>
<td>4.00</td>
<td>$ 3,000.00</td>
</tr>
<tr>
<td>24</td>
<td>Curb & Gutter, PCC, 36" Wide, 9" thick</td>
<td>LF</td>
<td>4157</td>
<td>$26.50</td>
<td>$110,160.50</td>
<td>$ -</td>
<td>4,100.17</td>
<td>$ 108,654.51</td>
</tr>
<tr>
<td>25</td>
<td>Pavement, HMA, Standard Traffic, 6" Thick</td>
<td>SY</td>
<td>5831.5</td>
<td>$29.00</td>
<td>$169,113.50</td>
<td>$ -</td>
<td>5,831.50</td>
<td>$ 169,113.50</td>
</tr>
<tr>
<td>26</td>
<td>Removal of Sidewalk</td>
<td>SY</td>
<td>636</td>
<td>$8.00</td>
<td>$5,088.00</td>
<td>$ -</td>
<td>696.00</td>
<td>$ 5,568.00</td>
</tr>
<tr>
<td>27</td>
<td>Removal of Driveway</td>
<td>SY</td>
<td>1048</td>
<td>$9.00</td>
<td>$9,432.00</td>
<td>$ -</td>
<td>1,215.00</td>
<td>$ 10,955.00</td>
</tr>
<tr>
<td>28</td>
<td>Sidewalk, PCC, 4-Inch</td>
<td>SY</td>
<td>1606.8</td>
<td>$37.00</td>
<td>$59,431.60</td>
<td>$ -</td>
<td>1,765.53</td>
<td>$ 65,361.61</td>
</tr>
<tr>
<td>29</td>
<td>Sidewalk, PCC, 6-Inch</td>
<td>SY</td>
<td>276.7</td>
<td>$51.00</td>
<td>$14,111.70</td>
<td>$ -</td>
<td>265.82</td>
<td>$ 13,536.82</td>
</tr>
<tr>
<td>30</td>
<td>Detachable Warning</td>
<td>SY</td>
<td>132</td>
<td>$35.00</td>
<td>$4,620.00</td>
<td>$ -</td>
<td>130.00</td>
<td>$ 4,550.00</td>
</tr>
<tr>
<td>31</td>
<td>Driveway, Paved, PCC, 6-Inch</td>
<td>SY</td>
<td>654</td>
<td>$55.00</td>
<td>$35,970.00</td>
<td>$ -</td>
<td>1,215.42</td>
<td>$ 66,848.10</td>
</tr>
<tr>
<td>32</td>
<td>Driveway, Gravel</td>
<td>TON</td>
<td>34</td>
<td>$50.00</td>
<td>$1,700.00</td>
<td>$ -</td>
<td>150.40</td>
<td>$ 7,520.00</td>
</tr>
<tr>
<td>33</td>
<td>Mulching</td>
<td>ACRE</td>
<td>1.2</td>
<td>$8,275.00</td>
<td>$9,930.00</td>
<td>$ -</td>
<td>1.20</td>
<td>$ 9,930.00</td>
</tr>
<tr>
<td>34</td>
<td>Fitter Sock, 9" Dia.</td>
<td>LF</td>
<td>6500</td>
<td>$1.50</td>
<td>$9,750.00</td>
<td>$ -</td>
<td>500.00</td>
<td>$ 750.00</td>
</tr>
<tr>
<td>35</td>
<td>Combined Sidewalk & Retaining Wall, 12"</td>
<td>CY</td>
<td>49</td>
<td>$830.00</td>
<td>$40,670.00</td>
<td>$ -</td>
<td>29.88</td>
<td>$ 24,800.40</td>
</tr>
<tr>
<td>36</td>
<td>Mobilization</td>
<td>LS</td>
<td>1</td>
<td>$66,500.00</td>
<td>$66,500.00</td>
<td>$ -</td>
<td>1.00</td>
<td>$ 66,500.00</td>
</tr>
<tr>
<td>37</td>
<td>Full Depth Reclamation</td>
<td>SY</td>
<td>5831.1</td>
<td>$19.50</td>
<td>$113,706.45</td>
<td>$ -</td>
<td>5,831.10</td>
<td>$ 113,706.45</td>
</tr>
<tr>
<td>38</td>
<td>Asphalt Stabilizing Agent (Foaming)</td>
<td>TON</td>
<td>5</td>
<td>$475.00</td>
<td>$2,375.00</td>
<td>$ -</td>
<td>-</td>
<td>-</td>
</tr>
<tr>
<td>39</td>
<td>Relocation of Mailboxes</td>
<td>EACH</td>
<td>15</td>
<td>$125.00</td>
<td>$1,875.00</td>
<td>$ -</td>
<td>15.00</td>
<td>$ 1,875.00</td>
</tr>
<tr>
<td>40</td>
<td>Remove and Replace Signs</td>
<td>EACH</td>
<td>15</td>
<td>$150.00</td>
<td>$2,250.00</td>
<td>$ -</td>
<td>-</td>
<td>-</td>
</tr>
<tr>
<td>41</td>
<td>Subdrain Riser, 6" (Nyloplast)</td>
<td>EACH</td>
<td>2</td>
<td>$1,200.00</td>
<td>$2,400.00</td>
<td>$ -</td>
<td>5.00</td>
<td>$ 6,000.00</td>
</tr>
<tr>
<td>42</td>
<td>Light Poles</td>
<td>EACH</td>
<td>16</td>
<td>$2,000.00</td>
<td>$32,000.00</td>
<td>$ -</td>
<td>16.00</td>
<td>$ 32,000.00</td>
</tr>
<tr>
<td>43</td>
<td>Electrical Circuits</td>
<td>LF</td>
<td>3046</td>
<td>$12.00</td>
<td>$36,552.00</td>
<td>$ -</td>
<td>3,046.00</td>
<td>$ 36,552.00</td>
</tr>
<tr>
<td>44</td>
<td>Handholes and Junction Boxes</td>
<td>EACH</td>
<td>3</td>
<td>$750.00</td>
<td>$2,250.00</td>
<td>$ -</td>
<td>3.00</td>
<td>$ 2,250.00</td>
</tr>
<tr>
<td>45</td>
<td>Traffic Control</td>
<td>LS</td>
<td>1</td>
<td>$14,900.00</td>
<td>$14,900.00</td>
<td>$ -</td>
<td>1.00</td>
<td>$ 14,900.00</td>
</tr>
<tr>
<td>46</td>
<td>Watermain Conflicts</td>
<td>EACH</td>
<td>5</td>
<td>$3,000.00</td>
<td>$15,000.00</td>
<td>$ -</td>
<td>3.00</td>
<td>$ 9,000.00</td>
</tr>
<tr>
<td colspan="6">TOTAL OF THE BASE BID (Total of Items 1-46):</td>
<td>$1,063,088.00</td>
<td></td>
<td>$1,158,539.64</td>
</tr>
<tr>
<td>CO1</td>
<td>Replacement of Watermain along Main St.</td>
<td>LS</td>
<td>1.00</td>
<td>$54,417.00</td>
<td>$54,417.00</td>
<td>$ -</td>
<td>1.00</td>
<td>$ 54,417.00</td>
</tr>
<tr>
<td>CO2</td>
<td>Remove Old Foundation</td>
<td>LS</td>
<td>1.00</td>
<td>$1,347.50</td>
<td>$1,347.50</td>
<td>$ -</td>
<td>1.00</td>
<td>$ 1,347.50</td>
</tr>
<tr>
<td>CO3</td>
<td>3/4" Roadstone</td>
<td>TONS</td>
<td>975.00</td>
<td>$10.00</td>
<td>$9,750.00</td>
<td>$ -</td>
<td>1,048.83</td>
<td>$ 10,488.50</td>
</tr>
<tr>
<td>CO4</td>
<td>Connect Downspout Tile</td>
<td>LS</td>
<td>1.00</td>
<td>$225.00</td>
<td>$225.00</td>
<td>$ -</td>
<td>1.00</td>
<td>$ 225.00</td>
</tr>
<tr>
<td>CO5</td>
<td>Replace Watermain on College St.</td>
<td>LS</td>
<td>1.00</td>
<td>$63,162.00</td>
<td>$63,162.00</td>
<td>$ -</td>
<td>1.00</td>
<td>$ 63,162.00</td>
</tr>
<tr>
<td>CO6</td>
<td>8" Subdrain at 110 Main St</td>
<td>LS</td>
<td>1.00</td>
<td>$2,642.75</td>
<td>$2,642.75</td>
<td>$ -</td>
<td>1.00</td>
<td>$ 2,642.75</td>
</tr>
<tr>
<td>CO7</td>
<td>Retaining Wall Removal</td>
<td>LS</td>
<td>1.00</td>
<td>$1,650.00</td>
<td>$1,650.00</td>
<td>$ -</td>
<td>1.00</td>
<td>$ 1,650.00</td>
</tr>
<tr>
<td>CO8</td>
<td>Steps</td>
<td>LS</td>
<td>1.00</td>
<td>$4,462.24</td>
<td>$4,462.24</td>
<td>$ -</td>
<td>1.00</td>
<td>$ 4,462.24</td>
</tr>
<tr>
<td>CO9</td>
<td>Temp Driveway and Misc.</td>
<td>LS</td>
<td>1.00</td>
<td>$12,899.15</td>
<td>$12,899.15</td>
<td>$ -</td>
<td>1.00</td>
<td>$ 12,899.15</td>
</tr>
<tr>
<td colspan="6">CHANGE ORDER SUB-TOTAL</td>
<td>$12,899.15</td>
<td></td>
<td>$151,294.14</td>
</tr>
<tr>
<td colspan="6">AMOUNT EARNED TOTAL</td>
<td>$12,899.15</td>
<td></td>
<td>$1,310,233.78</td>
</tr>
<tr>
<td>9998</td>
<td>Materials Stored on-site</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td>$ -</td>
<td>$ 25,915.00</td>
<td></td>
</tr>
<tr>
<td></td>
<td>Nuemiller Electric Lighting Fixtures</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td>$ -</td>
<td>$ 3,851.00</td>
<td></td>
</tr>
<tr>
<td></td>
<td>Nuemiller Electric Light Poles</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td>$ -</td>
<td>$ 22,064.00</td>
<td></td>
</tr>
<tr>
<td></td>
<td>Triple B Storm Sewer Items</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>$ 25,915.00</td>
<td></td>
</tr>
<tr>
<td colspan="6">MATERIALS SUB-TOTAL</td>
<td>$ -</td>
<td>$ -</td>
<td></td>
</tr>
<tr>
<td colspan="6">TOTAL</td>
<td>$ 12,899.15</td>
<td>$ 1,310,233.78</td>
<td></td>
</tr>
</table>
Sources
- sharepoint (K-4 - Pay Estimate 11 - Final - Original Town Urbanization Phase One - LL Pelling.pdf) — where it was found ↗ first seen Oct 12, 2026
Data last updated October 16, 2026. Built from the archive's documents; see how the data is built.