Difference between revisions of "Surface sand filter cost estimate worksheet"
(Created page with " <font size=3>'''Surface sand filter cost estimate worksheet.'''</font size><br> Link to this table <table class="sortable"> ...") |
m |
||
| (3 intermediate revisions by the same user not shown) | |||
| Line 1: | Line 1: | ||
| − | |||
<font size=3>'''Surface sand filter cost estimate worksheet.'''</font size><br> | <font size=3>'''Surface sand filter cost estimate worksheet.'''</font size><br> | ||
Link to this [[Surface sand filter cost estimate worksheet|table]] | Link to this [[Surface sand filter cost estimate worksheet|table]] | ||
| − | |||
<table class="sortable"> | <table class="sortable"> | ||
| Line 25: | Line 23: | ||
<td colspan=4> </td> | <td colspan=4> </td> | ||
</tr> | </tr> | ||
| − | |||
| − | |||
<tr> | <tr> | ||
<th>Description</th> | <th>Description</th> | ||
| Line 34: | Line 30: | ||
<th>Total Estimated Price</th> | <th>Total Estimated Price</th> | ||
</tr> | </tr> | ||
| − | |||
| − | |||
<tr> | <tr> | ||
<th colspan=5>'''Site Preparation'''</th> | <th colspan=5>'''Site Preparation'''</th> | ||
</tr> | </tr> | ||
| − | |||
| − | |||
<tr> | <tr> | ||
<td>Tree removal - up to 12" diameter</td> | <td>Tree removal - up to 12" diameter</td> | ||
| Line 69: | Line 61: | ||
<td>$0.00</td> | <td>$0.00</td> | ||
</tr> | </tr> | ||
| − | |||
| − | |||
| − | |||
<tr> | <tr> | ||
<th colspan=5>'''Site Formation'''</th> | <th colspan=5>'''Site Formation'''</th> | ||
| Line 100: | Line 89: | ||
<th colspan=5>'''Structural Components'''</th> | <th colspan=5>'''Structural Components'''</th> | ||
</tr> | </tr> | ||
| − | |||
<tr> | <tr> | ||
<td>Underdrain - with pea gravel and geotextile</td> | <td>Underdrain - with pea gravel and geotextile</td> | ||
| Line 115: | Line 103: | ||
<td>$0.00</td> | <td>$0.00</td> | ||
</tr> | </tr> | ||
| − | |||
<tr> | <tr> | ||
<td>Sand filter media - 18" depth</td> | <td>Sand filter media - 18" depth</td> | ||
| Line 123: | Line 110: | ||
<td>$0.00</td> | <td>$0.00</td> | ||
</tr> | </tr> | ||
| − | |||
<tr> | <tr> | ||
<td>Outlet structure</td> | <td>Outlet structure</td> | ||
| Line 131: | Line 117: | ||
<td>$0.00</td> | <td>$0.00</td> | ||
</tr> | </tr> | ||
| − | |||
| − | |||
<tr> | <tr> | ||
<th colspan=5>'''Site Restoration'''</th> | <th colspan=5>'''Site Restoration'''</th> | ||
</tr> | </tr> | ||
| − | |||
<tr> | <tr> | ||
<td>Sod filter strip</td> | <td>Sod filter strip</td> | ||
| Line 144: | Line 127: | ||
<td>$0.00</td> | <td>$0.00</td> | ||
</tr> | </tr> | ||
| − | |||
<tr> | <tr> | ||
<td>Soil preparation</td> | <td>Soil preparation</td> | ||
| Line 152: | Line 134: | ||
<td>$0.00</td> | <td>$0.00</td> | ||
</tr> | </tr> | ||
| − | |||
<tr> | <tr> | ||
<td>Seeding - above outlet elevation</td> | <td>Seeding - above outlet elevation</td> | ||
| Line 160: | Line 141: | ||
<td>$0.00</td> | <td>$0.00</td> | ||
</tr> | </tr> | ||
| − | |||
<tr> | <tr> | ||
<td colspan=4>Subtotal</td> | <td colspan=4>Subtotal</td> | ||
| Line 177: | Line 157: | ||
<td>$0.00</td> | <td>$0.00</td> | ||
</tr> | </tr> | ||
| − | |||
| − | |||
<tr> | <tr> | ||
<td colspan=4>TAL CONSTRUCTION COST</td> | <td colspan=4>TAL CONSTRUCTION COST</td> | ||
<td>$0.00</td> | <td>$0.00</td> | ||
</tr> | </tr> | ||
| − | |||
| − | |||
<tr> | <tr> | ||
<th colspan=5>Annual Operation and Maintenance</th> | <th colspan=5>Annual Operation and Maintenance</th> | ||
</tr> | </tr> | ||
| − | |||
| − | |||
<tr> | <tr> | ||
<td>Debris removal</td> | <td>Debris removal</td> | ||
| Line 197: | Line 171: | ||
<td>$0.00</td> | <td>$0.00</td> | ||
</tr> | </tr> | ||
| − | |||
<tr> | <tr> | ||
<td>Mowing</td> | <td>Mowing</td> | ||
| Line 205: | Line 178: | ||
<td>$0.00</td> | <td>$0.00</td> | ||
</tr> | </tr> | ||
| − | |||
<tr> | <tr> | ||
<td>Sediment removal</td> | <td>Sediment removal</td> | ||
| Line 213: | Line 185: | ||
<td>$0.00</td> | <td>$0.00</td> | ||
</tr> | </tr> | ||
| − | |||
<tr> | <tr> | ||
<td>Gate / valve operation</td> | <td>Gate / valve operation</td> | ||
| Line 221: | Line 192: | ||
<td>$0.00</td> | <td>$0.00</td> | ||
</tr> | </tr> | ||
| − | |||
<tr> | <tr> | ||
<td>Erosion repair</td> | <td>Erosion repair</td> | ||
| Line 229: | Line 199: | ||
<td>$0.00</td> | <td>$0.00</td> | ||
</tr> | </tr> | ||
| − | |||
| − | |||
<tr> | <tr> | ||
<td>Inspection</td> | <td>Inspection</td> | ||
| Line 238: | Line 206: | ||
<td>$0.00</td> | <td>$0.00</td> | ||
</tr> | </tr> | ||
| − | |||
<tr> | <tr> | ||
<td colspan=4>Subtotal</td> | <td colspan=4>Subtotal</td> | ||
| Line 247: | Line 214: | ||
<td>$0.00</td> | <td>$0.00</td> | ||
</tr> | </tr> | ||
| − | |||
| − | |||
<tr> | <tr> | ||
<td colspan=4>TOTAL ANNUAL O&M COST</td> | <td colspan=4>TOTAL ANNUAL O&M COST</td> | ||
<td>$0.00</td> | <td>$0.00</td> | ||
</tr> | </tr> | ||
| − | |||
| − | |||
<tr> | <tr> | ||
<td colspan=5>'''Minnesota Location Factors'''</td> | <td colspan=5>'''Minnesota Location Factors'''</td> | ||
</tr> | </tr> | ||
| − | |||
| − | |||
<tr> | <tr> | ||
</tr> | </tr> | ||
| − | |||
| − | |||
<tr> | <tr> | ||
<td colspan=2>Bemidji</td> | <td colspan=2>Bemidji</td> | ||
<td colspan=3>0.963</td> | <td colspan=3>0.963</td> | ||
</tr> | </tr> | ||
| − | |||
| − | |||
<tr> | <tr> | ||
<td colspan=2>Brainerd</td> | <td colspan=2>Brainerd</td> | ||
<td colspan=3>1.003</td> | <td colspan=3>1.003</td> | ||
</tr> | </tr> | ||
| − | |||
| − | |||
<tr> | <tr> | ||
<td colspan=2>Detroit Lakes</td> | <td colspan=2>Detroit Lakes</td> | ||
<td colspan=3>0.962</td> | <td colspan=3>0.962</td> | ||
</tr> | </tr> | ||
| − | |||
| − | |||
<tr> | <tr> | ||
<td colspan=2>Duluth</td> | <td colspan=2>Duluth</td> | ||
<td colspan=3>0.991</td> | <td colspan=3>0.991</td> | ||
</tr> | </tr> | ||
| − | |||
| − | |||
<tr> | <tr> | ||
<td colspan=2>Mankato</td> | <td colspan=2>Mankato</td> | ||
<td colspan=3>0.990</td> | <td colspan=3>0.990</td> | ||
</tr> | </tr> | ||
| − | |||
| − | |||
<tr> | <tr> | ||
<td colspan=2>Bemidji</td> | <td colspan=2>Bemidji</td> | ||
<td colspan=3>0.963</td> | <td colspan=3>0.963</td> | ||
</tr> | </tr> | ||
| − | |||
| − | |||
<tr> | <tr> | ||
<td colspan=2>Minneapolis</td> | <td colspan=2>Minneapolis</td> | ||
<td colspan=3>1.035</td> | <td colspan=3>1.035</td> | ||
</tr> | </tr> | ||
| − | |||
| − | |||
<tr> | <tr> | ||
<td colspan=2>Rochester</td> | <td colspan=2>Rochester</td> | ||
<td colspan=3>0.983</td> | <td colspan=3>0.983</td> | ||
</tr> | </tr> | ||
| − | |||
| − | |||
<tr> | <tr> | ||
<td colspan=2>St. Paul</td> | <td colspan=2>St. Paul</td> | ||
<td colspan=3>1.000</td> | <td colspan=3>1.000</td> | ||
</tr> | </tr> | ||
| − | |||
| − | |||
<tr> | <tr> | ||
<td colspan=2>St. Cloud</td> | <td colspan=2>St. Cloud</td> | ||
<td colspan=3>1.002</td> | <td colspan=3>1.002</td> | ||
</tr> | </tr> | ||
| − | |||
| − | |||
<tr> | <tr> | ||
<td colspan=2>Thief River Falls</td> | <td colspan=2>Thief River Falls</td> | ||
<td colspan=3>1.042</td> | <td colspan=3>1.042</td> | ||
</tr> | </tr> | ||
| − | |||
| − | |||
<tr> | <tr> | ||
<td colspan=2>Willmar</td> | <td colspan=2>Willmar</td> | ||
<td colspan=3>0.961</td> | <td colspan=3>0.961</td> | ||
</tr> | </tr> | ||
| − | |||
| − | |||
<tr> | <tr> | ||
<td colspan=2>Windom</td> | <td colspan=2>Windom</td> | ||
<td colspan=3>0.935</td> | <td colspan=3>0.935</td> | ||
</tr> | </tr> | ||
| − | |||
| − | |||
<tr> | <tr> | ||
</tr> | </tr> | ||
</table> | </table> | ||
| + | <font size=1>Note: Suggested unit costs are based on RS Means prices for Spring, 2005, then factored into an area basis based on typical design features for Constructed Wetlands BMPs. To be used for preliminary cost estimation</font size> | ||
| − | + | <noinclude> | |
| − | < | + | [[Category:Level 3 - General information, reference, tables, images, and archives/Tables/Costs, benefits]] |
| − | + | </noinclude> | |
| − | |||
| − | |||
Latest revision as of 17:07, 17 August 2022
Surface sand filter cost estimate worksheet.
Link to this table
| Project Title | ||||
| Owner | ||||
| Location | ||||
| Project Number | ||||
| Date | ||||
| Description | Units | Quantity | Unit Cost | Total Estimated Price |
|---|---|---|---|---|
| Site Preparation | ||||
| Tree removal - up to 12" diameter | each | $350.00 | $0.00 | |
| Clear and grub brush | square yard | $1.50 | $0.00 | |
| Tree protection - temp. fence | lineal foot | $3.00 | $0.00 | |
| Topsoil - 6" depth, salvage on site | square yard | $4.50 | $0.00 | |
| Site Formation | ||||
| Excavation - 6' depth | square yard | $8.00 | $0.00 | |
| Grading | square yard | $1.50 | $0.00 | |
| Hauling off-site - 6' depth | square yard | $10.00 | $0.00 | |
| Structural Components | ||||
| Underdrain - with pea gravel and geotextile | lineal foot | $400.00 | $0.00 | |
| Inlet structure | each | $1,500.00 | $0.00 | |
| Sand filter media - 18" depth | square yard | $15.00 | $0.00 | |
| Outlet structure | each | $3,000.00 | $0.00 | |
| Site Restoration | ||||
| Sod filter strip | lineal foot | $1.50 | $0.00 | |
| Soil preparation | square yard | $5.00 | $0.00 | |
| Seeding - above outlet elevation | square yard | $0.50 | $0.00 | |
| Subtotal | $0.00 | |||
| 10% Contingencies | $0.00 | |||
| Subtotal | $0.00 | |||
| Apply MN Location Factor | $0.00 | |||
| TAL CONSTRUCTION COST | $0.00 | |||
| Annual Operation and Maintenance | ||||
| Debris removal | per visit | $50.00 | $0.00 | |
| Mowing | per visit | $150.00 | $0.00 | |
| Sediment removal | per yeart | $500.00 | $0.00 | |
| Gate / valve operation | per visiit | $125.00 | $0.00 | |
| Erosion repair | square yard | $75.00 | $0.00 | |
| Inspection | pper visitt | $125.00 | $0.00 | |
| Subtotal | $0.00 | |||
| Apply MN Location Factor | $0.00 | |||
| TOTAL ANNUAL O&M COST | $0.00 | |||
| Minnesota Location Factors | ||||
| Bemidji | 0.963 | |||
| Brainerd | 1.003 | |||
| Detroit Lakes | 0.962 | |||
| Duluth | 0.991 | |||
| Mankato | 0.990 | |||
| Bemidji | 0.963 | |||
| Minneapolis | 1.035 | |||
| Rochester | 0.983 | |||
| St. Paul | 1.000 | |||
| St. Cloud | 1.002 | |||
| Thief River Falls | 1.042 | |||
| Willmar | 0.961 | |||
| Windom | 0.935 | |||
Note: Suggested unit costs are based on RS Means prices for Spring, 2005, then factored into an area basis based on typical design features for Constructed Wetlands BMPs. To be used for preliminary cost estimation
This page was last edited on 17 August 2022, at 17:07.