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8th &
Pennsylvania Redevelopment Project |
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Preliminary
Construction Cost Estimate |
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Phase 1 -
Delaware Street, Storm Sewer, & 8th Street Storm Sewer Improvements |
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Unit |
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Item |
Description |
Quantity |
Unit |
Price |
Amount |
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1 |
Mobilization |
1 |
L.S. |
75,000.00 |
75,000.00 |
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2 |
Clearing &
Grubbing |
1 |
L.S. |
5,000.00 |
5,000.00 |
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3 |
Removal of Existing
Structures |
1 |
L.S. |
5,000.00 |
5,000.00 |
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4 |
Compaction of
Earthwork (Type B) (MR-90) |
607.7 |
C.Y. |
5.00 |
3,038.55 |
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5 |
Pavement Removal |
686.1 |
S.Y. |
7.50 |
5,145.83 |
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6 |
Unclassified
Excavation |
1,043.4 |
C.Y. |
7.50 |
7,825.58 |
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7 |
18" RCP, In
Place |
31.0 |
L.F. |
75.00 |
2,325.00 |
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8 |
24" RCP, In
Place |
31.0 |
L.F. |
85.00 |
2,635.00 |
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9 |
53"x34"
RCPHE, In Place |
890.0 |
L.F. |
200.00 |
178,000.00
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10 |
Standard Curb Inlet
(6'x4') |
1 |
Ea. |
4,000.00 |
4,000.00 |
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11 |
Standard Curb Inlet
(6'x6') |
1 |
Ea. |
4,500.00 |
4,500.00 |
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12 |
Standard Curb Inlet
(10'x4') |
1 |
Ea. |
5,500.00 |
5,500.00 |
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13 |
Standard Curb Inlet
(10'x6') |
1 |
Ea. |
6,000.00 |
6,000.00 |
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14 |
Extra Depth Curb
Inlet (6'x4') |
3.1 |
V.F. |
225.00 |
706.50 |
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15 |
Standard Junction Box
(6'x6') |
1 |
Ea. |
4,500.00 |
4,500.00 |
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16 |
Standard Manhole (6'
Dia.) |
1 |
Ea. |
4,000.00 |
4,000.00 |
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17 |
Extra Depth Manhole
(6' Dia.) |
3.5 |
V.F. |
225.00 |
796.50 |
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18 |
Extra Depth Junction
Box (6'x6') |
4.2 |
V.F. |
225.00 |
942.75 |
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19 |
Connect To Existing
Storm |
1 |
Ea. |
1,000.00 |
1,000.00 |
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20 |
10" Asphaltic
Concrete Pavement |
1,815.0 |
S.Y. |
35.00 |
63,525.00
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21 |
8" Reinforced
Concrete Pavement (Parking & Drive Entr.) |
1,027.5 |
S.Y. |
65.00 |
66,787.50
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22 |
9" Fly Ash
Treated Subgrade |
3,453.4 |
S.Y. |
5.00 |
17,267.00
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23 |
8" Asphaltic
Concrete Pavement (Remove & Replace) |
428.6 |
S.Y. |
70.00 |
30,002.00
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24 |
6'x4" Concrete
Sidewalk |
7,338.6 |
S.F. |
4.50 |
33,023.70
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25 |
6" Sidewalk
Ramps |
64.0 |
S.Y. |
150.00 |
9,600.00 |
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26 |
Full depth Combined
Curb & Gutter - Type I & Type II |
2,459.8 |
L.F. |
16.50 |
40,586.04
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27 |
Water Hydrant
Assembly Disconnect |
2 |
Ea. |
500.00 |
1,000.00 |
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28 |
Water Hydrant
Assembly |
2 |
Ea. |
2,500.00 |
5,000.00 |
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29 |
Adjust Meter
Cover to Grade |
3 |
Ea. |
300.00 |
900.00 |
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30 |
Street Lighting |
28 |
Ea. |
3,500.00 |
98,000.00
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31 |
Street Trees |
32 |
Ea. |
400.00 |
12,800.00
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32 |
Pedestrian
Canopies |
3 |
Ea. |
10,000.00 |
30,000.00
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33 |
Construction Staking |
1 |
L.S. |
20,000.00 |
20,000.00
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34 |
Signing |
1 |
L.S. |
3,500.00 |
3,500.00 |
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35 |
Traffic Control |
1 |
L.S. |
10,000.00 |
10,000.00
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Subtotal for
Construction Costs |
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757,906.95 |
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25% Contingency |
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189,476.74 |
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Total for
Construction Costs |
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947,383.69 |
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Engineering, Legal,
Admin. (15%) |
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142,107.55 |
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Total Project Costs |
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$
1,089,491.24 |
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Phase 2 -
Poehler Building Parking Lot & Alley Improvements |
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Unit |
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Item |
Description |
Quantity |
Unit |
Price |
Amount |
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1 |
Mobilization |
1 |
L.S. |
30,000.00 |
30,000.00 |
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2 |
Clearing &
Grubbing |
1 |
L.S. |
5,000.00 |
5,000.00 |
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3 |
Removal of Existing
Structures |
1 |
L.S. |
5,000.00 |
5,000.00 |
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4 |
Earthwork |
1 |
L.S. |
25,000.00 |
25,000.00
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5 |
7" Asphaltic
Concrete Pavement |
3,835.7 |
S.Y. |
24.50 |
93,973.75 |
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6 |
18" RCP, In
Place |
350.0 |
L.F. |
75.00 |
26,250.00
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7 |
Standard Curb Inlet
(6'X4') |
4 |
Ea. |
4,000.00 |
16,000.00
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8 |
Parking Lot Lighting |
8 |
Ea. |
3,500.00 |
28,000.00
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9 |
Trees |
19 |
Ea. |
400.00 |
7,600.00 |
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10 |
Sod |
1,010 |
S.Y. |
4.00 |
4,040.44 |
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11 |
Permeable Pavement
(Alley) |
1,068.9 |
S.Y. |
65.00 |
69,477.78 |
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12 |
Construction Staking |
1 |
L.S. |
9,000.00 |
9,000.00 |
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13 |
Signing |
1 |
L.S. |
1,500.00 |
1,500.00 |
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14 |
Traffic Control |
1 |
L.S. |
2,500.00 |
2,500.00 |
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Subtotal for
Construction Costs |
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323,341.97 |
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25% Contingency |
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80,835.49 |
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Total for
Construction Costs |
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404,177.46 |
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Engineering, Legal,
Admin. (15%) |
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60,626.62 |
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Total Project Costs |
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$
464,804.08 |
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Phase 3 -
Pennsylvania, 8th, 9th, & Alley Way Street & Storm Sewer Improvements |
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Unit |
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Item |
Description |
Quantity |
Unit |
Price |
Amount |
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1 |
Mobilization |
1 |
L.S. |
75,000.00 |
75,000.00 |
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2 |
Clearing &
Grubbing |
1 |
L.S. |
5,000.00 |
5,000.00 |
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3 |
Removal of Existing
Structures |
1 |
L.S. |
10,000.00 |
10,000.00 |
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4 |
Pavement Removal |
1,247.7 |
S.Y. |
7.50 |
9,357.45 |
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5 |
Asphalt Mill |
2,029.5 |
S.Y. |
5.00 |
10,147.43 |
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6 |
24" RCP, In
Place |
68.0 |
L.F. |
85.00 |
5,780.00 |
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7 |
36" RCP, In
Place |
636.0 |
L.F. |
100.00 |
63,600.00 |
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8 |
Standard Curb Inlet
(6'x4') |
2 |
Ea. |
4,000.00 |
8,000.00 |
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9 |
Standard Curb Inlet
(6'x6') |
2 |
Ea. |
4,500.00 |
9,000.00 |
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10 |
Extra Depth Curb
Inlet (6'x6') |
4.0 |
V.F. |
225.00 |
900.00 |
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11 |
Connect To Existing
Storm |
1 |
Ea. |
1,000.00 |
1,000.00 |
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12 |
Restore Original
Brick Pavement |
2,029.5 |
S.Y. |
50.00 |
101,474.33 |
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13 |
8" Reinforced
Concrete Pavement (Parking & Drive Entr.) |
2,231.4 |
S.Y. |
65.00 |
145,041.65 |
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14 |
Permeable Pavement
(Alley) |
1,090.1 |
S.Y. |
65.00 |
70,854.19 |
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15 |
5'x4" Concrete
Sidewalk |
10,642.5 |
S.Y. |
4.50 |
47,891.25 |
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16 |
6" Sidewalk
Ramps |
21.3 |
S.Y. |
150.00 |
3,200.00 |
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17 |
Combined Curb &
Gutter - Type I & Type II (Remove & Replace) |
2,242.2 |
L.F. |
25.00 |
56,053.75 |
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18 |
Water Hydrant
Assembly Disconnect |
1 |
Ea. |
500.00 |
500.00 |
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19 |
Water Hydrant
Assembly |
1 |
Ea. |
2,500.00 |
2,500.00 |
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20 |
Street Lighting |
50 |
Ea. |
3,500.00 |
175,000.00 |
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21 |
Street Trees |
56 |
Ea. |
400.00 |
22,400.00 |
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22 |
Construction Staking |
1 |
L.S. |
20,000.00 |
20,000.00 |
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23 |
Signing |
1 |
L.S. |
3,500.00 |
3,500.00 |
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24 |
Traffic Control |
1 |
L.S. |
25,000.00 |
25,000.00 |
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Subtotal for
Construction Costs |
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871,200.06 |
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25% Contingency |
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217,800.01 |
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Total for
Construction Costs |
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1,089,000.07 |
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Engineering, Legal,
Admin. (15%) |
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163,350.01 |
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Total Project Costs |
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$
1,252,350.08 |
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TOTAL PROJECT COSTS FOR ALL PHASES |
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$
2,806,645.40 |
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