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ENGINEER'S OPINION OF PROBABLE
COST |
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| Project: |
AIR PARK |
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Date: |
15-Apr-04 |
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| Location: |
Fort Collins |
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Job No.: |
17489 |
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| Subject: |
Estimated Probable Cost |
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Prep. By: |
J. White |
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| Client: |
LLoyd Goff |
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Ckd. By: |
J. Moore |
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| Note: |
Any opinions of price,
probable project costs or construction costs rendered by MARTIN/MARTIN
represent |
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its best judgment and are
furnished for general guidance.
MARTIN/MARTIN makes no warranty of guarantee, |
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either expressed or
implied as to the accuracy of such opinions as compared to bid or actual
cost. |
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| Item No. |
Item Description |
Units |
Quantity |
Unit Price |
Item Cost |
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PRE-CONSTRUCTION |
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Mobilization |
ea. |
1 |
$
2,000.00 |
$
2,000.00 |
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Clearing and Grubbing |
/ Acre |
150 |
$
450.00 |
$
67,500.00 |
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Topsoil -
(Removal 6", Stock Pile) |
/ cu. yd. |
36850 |
$
1.75 |
$
64,487.50 |
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SEDIMENT CONTROL |
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Sediment Containment System |
ea. |
1 |
$
1,500.00 |
$
1,500.00 |
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Standard BMP's (silt
fence, washout, VTC) |
L.S. |
1 |
$
10,500.00 |
$
10,500.00 |
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EARTHWORK |
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Earthwork - Overlot
Grading |
/ cu. yd. |
503,200 |
$
1.50 |
$
754,800.00 |
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DRY CREEK CHANNEL |
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Dry Creek Channel
Improvements |
L.S. |
1 |
$
240,000.00 |
$
240,000.00 |
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10' Maintenance Trail
(concrete) |
/ lf. |
6800 |
$
25.00 |
$
170,000.00 |
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Twin 5ft by 10ft Box
Culvert |
L.S. |
1 |
$
265,000.00 |
$
265,000.00 |
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Storm Sewer Diversion
(50 cfs) |
L.S. |
1 |
$
75,000.00 |
$
75,000.00 |
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ROADWAY SECTION
ON-SITE |
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Sanitary Sewer |
/ lf. |
6000 |
$
50.00 |
$
300,000.00 |
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Storm Sewer |
/ lf. |
6000 |
$
75.00 |
$
450,000.00 |
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Water Main |
/ lf. |
6000 |
$
50.00 |
$
300,000.00 |
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Subgrade Prep |
/ sy. yd. |
45200 |
$
1.50 |
$
67,800.00 |
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Curb and Gutter |
/ lf. |
22300 |
$
11.00 |
$
245,300.00 |
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12" Full Depth
Asphalt Section |
/ Tn. |
24650 |
$
42.00 |
$
1,035,300.00 |
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6' Sidewalk (both
sides) |
/ lf. |
12000 |
$
15.00 |
$
180,000.00 |
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Landscape Center
Median |
/ sy. yd. |
11700 |
$
27.00 |
$
315,900.00 |
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Landscape adjacent to
ROW |
/ sy. yd. |
13300 |
$
27.00 |
$
359,100.00 |
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Signalization--2 |
L.S. |
1 |
$
240,000.00 |
$
240,000.00 |
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ROADWAY SECTION OFF-SITE |
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Subgrade Prep |
/ sy. yd. |
12700 |
$
1.50 |
$
19,050.00 |
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Curb and Gutter |
/ lf. |
7150 |
$
11.00 |
$
78,650.00 |
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12" Full Depth
Asphalt Section |
/ Tn. |
7330 |
$
42.00 |
$
307,860.00 |
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6' Sidewalk (both
sides) |
/ lf. |
3570 |
$
15.00 |
$
53,550.00 |
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Landscape Center
Median |
/ sy. yd. |
3800 |
$
27.00 |
$
102,600.00 |
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Landscape at ROW |
/ sy. yd. |
4000 |
$
27.00 |
$
108,000.00 |
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| Remarks: |
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Cost of Items: |
$
5,813,897.50 |
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15% |
Contingencies: |
$
872,084.63 |
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Subtotal: |
$
6,685,982.13 |
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15% |
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Const. Engineering/Observation: |
$
1,002,897.32 |
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Total Cost: |
$
7,688,879.44 |
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