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WS - C - Village Drive Extension Cost Estimates
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Text read by the vision model; check the PDF for anything that matters.ESTIMATED CONSTRUCTION COSTS
PROJECT: VILLAGE DRIVE EXTENSION - ADJACENT TO TOWER
LOCATION: Tiffin, Iowa
DATE: April 18, 2024
TOTAL COST ADJACENT TO WATER TOWER
<table>
<tr>
<th>ITEM NO.</th>
<th>ITEM CODE</th>
<th>DESCRIPTION</th>
<th>UNIT</th>
<th>EST Quant.</th>
<th>UNIT PRICE</th>
<th>TOTAL PRICE</th>
</tr>
<tr>
<td>1</td>
<td>2010-D</td>
<td>Strip, Stockpile, and Repspread Topsoil (6")</td>
<td>CY</td>
<td>750</td>
<td>$8.60</td>
<td>$6,450.00</td>
</tr>
<tr>
<td>2</td>
<td>2010-E</td>
<td>Excavation, Class 10</td>
<td>CY</td>
<td>3,100</td>
<td>$3.40</td>
<td>$10,540.00</td>
</tr>
<tr>
<td>3</td>
<td>2010-G</td>
<td>Subgrade Prep, Roadway</td>
<td>SY</td>
<td>800</td>
<td>$1.95</td>
<td>$1,560.00</td>
</tr>
<tr>
<td>4</td>
<td>2010-I</td>
<td>Subbase, Modified, 6-inch Thick</td>
<td>SY</td>
<td>800</td>
<td>$7.40</td>
<td>$5,920.00</td>
</tr>
<tr>
<td>5</td>
<td>4010-A</td>
<td>Sanitary Sewer Gravity Main, PVC, 8" Dia.</td>
<td>LF</td>
<td>200</td>
<td>$48.80</td>
<td>$9,760.00</td>
</tr>
<tr>
<td>6</td>
<td>4020-A</td>
<td>Storm Sewer Main, 15" RCP</td>
<td>LF</td>
<td>200</td>
<td>$72.10</td>
<td>$14,420.00</td>
</tr>
<tr>
<td>7</td>
<td>4040-A</td>
<td>Subdrain Tile, HDPE With Porous Backfill, 6" Dia.</td>
<td>LF</td>
<td>200</td>
<td>$16.30</td>
<td>$3,260.00</td>
</tr>
<tr>
<td>8</td>
<td>5010-A</td>
<td>Water Main With Fittings, Trenched, 8" Dia. PVC</td>
<td>LF</td>
<td>200</td>
<td>$50.10</td>
<td>$10,020.00</td>
</tr>
<tr>
<td>9</td>
<td>5020-B</td>
<td>MJ Gate Valve, 8" Dia. complete with Valve Box</td>
<td>EA</td>
<td>1</td>
<td>$2,400.00</td>
<td>$2,400.00</td>
</tr>
<tr>
<td>10</td>
<td>5020-C</td>
<td>Fire Hydrant Assembly</td>
<td>EA</td>
<td>1</td>
<td>$7,200.00</td>
<td>$7,200.00</td>
</tr>
<tr>
<td>11</td>
<td>7010-A</td>
<td>Pavement, Mainline PCC, 8" Thick (31' assumed)</td>
<td>SY</td>
<td>689.0</td>
<td>$55.30</td>
<td>$38,101.70</td>
</tr>
<tr>
<td>12</td>
<td>9010-B</td>
<td>Hydraulic Seeding, Fertilizing, and Mulching</td>
<td>Ac</td>
<td>0.75</td>
<td>$3,250.00</td>
<td>$2,437.50</td>
</tr>
<tr>
<td>13</td>
<td>9071-A</td>
<td>Retaining Wall, Segmental Block (City Portion Only)</td>
<td>SF</td>
<td>6,470</td>
<td>$55.00</td>
<td>$355,850.00</td>
</tr>
</table>
TOTAL COST ADJACENT TO WATER TOWER (LESS RETAINING WALL) = $112,069.20
<table>
<tr>
<th></th>
<th></th>
<th></th>
<th></th>
</tr>
<tr>
<td></td>
<td>CITY PORTION (Incl. Ret. Wall)</td>
<td>=</td>
<td>$411,884.60</td>
</tr>
<tr>
<td></td>
<td>THE VILLAGES PORTION =</td>
<td></td>
<td>$56,034.60</td>
</tr>
</table>
Sources
- sharepoint (WS - C - Village Drive Extension Cost Estimates.pdf) — where it was found ↗ first seen Oct 12, 2026
- sharepoint (WS - C - Village Drive Extension Cost Estimates.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.