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Exhibit
D |
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8th & Pennsylvania Redevelopment Project |
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Phase 1: |
720 E. 9th
Street Site Plan Improvements |
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Item |
|
Quantity |
Unit |
Unit Price |
Amount |
|
|
1.00 |
General |
|
|
|
|
|
|
1.01 |
|
Mobilization |
1 |
L.S. |
$20,000.00 |
$20,000.00 |
|
|
1.02 |
|
Clearing & Grubbing |
1 |
L.S. |
$5,000.00 |
$5,000.00 |
|
|
1.03 |
|
Removal of Existing Structures (as
necessary) |
1 |
L.S. |
$5,000.00 |
$5,000.00 |
|
|
1.04 |
|
Removal of Existing Pavement (as
necessary) |
2008 |
S.Y. |
$7.50 |
$15,060.00 |
|
|
1.05 |
|
Construction Staking |
1 |
L.S. |
$5,000.00 |
$5,000.00 |
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|
1.06 |
|
Traffic Control |
1 |
L.S. |
$2,500.00 |
$2,500.00 |
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2.00 |
Parking
Lot Improvements |
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2.01 |
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Unclassified Excavation |
1 |
L.S. |
$10,000.00 |
$10,000.00 |
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|
2.02 |
|
Compaction of Earthwork (Type B,
MR-90) |
1 |
L.S. |
$10,000.00 |
$10,000.00 |
|
|
2.03 |
|
Aggregate Base (36" Assumed) |
1953 |
C.Y. |
$60.00 |
$117,180.00 |
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|
2.04 |
|
Full depth Combined Curb & Gutter
(Type I & Type II) |
1295 |
L.F. |
$16.50 |
$21,366.18 |
|
|
2.05 |
|
Reinforced Concrete Pavement |
79.8 |
S.Y. |
$65.00 |
$5,187.00 |
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|
2.06 |
|
Pervious Asphalt Pavement (3") |
1953 |
S.Y. |
$10.00 |
$19,530.00 |
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|
2.07 |
|
Adjust Utility Cover(s) to Grade |
5 |
Ea. |
$300.00 |
$1,500.00 |
|
|
2.08 |
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Parking
Lot Lighting |
9 |
Ea. |
$3,500.00 |
$31,500.00 |
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|
2.09 |
|
Interim Storm Sewer Management |
1 |
L.S. |
$10,000.00 |
$10,000.00 |
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|
2.10 |
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Signing |
1 |
L.S. |
$3,500.00 |
$3,500.00 |
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Phase 5 Subtotal |
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$282,323.18 |
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15% Contingency |
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|
$42,348.48 |
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Phase 5 Total |
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$324,671.66 |
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Phase 2: |
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Delaware
Street Improvements |
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Item |
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Quantity |
Unit |
Unit Price |
Amount |
|
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1.00 |
General |
|
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1.01 |
|
Mobilization |
1 |
L.S. |
$75,000.00 |
$75,000.00 |
|
|
1.02 |
|
Clearing & Grubbing |
1 |
L.S. |
$5,000.00 |
$5,000.00 |
|
|
1.03 |
|
Removal of Existing Structures (as
necessary) |
1 |
L.S. |
$5,000.00 |
$5,000.00 |
|
|
1.04 |
|
Removal of Existing Pavement (as
necessary) |
608 |
S.Y. |
$7.50 |
$4,557.83 |
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1.05 |
|
Construction Staking |
1 |
L.S. |
$20,000.00 |
$20,000.00 |
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1.06 |
|
Traffic Control |
1 |
L.S. |
$10,000.00 |
$10,000.00 |
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2.00 |
Street Improvements |
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2.01 |
|
Unclassified Excavation |
1,043 |
C.Y. |
$7.50 |
$7,825.58 |
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2.02 |
|
Compaction of Earthwork (Type B,
MR-90) |
608 |
C.Y. |
$5.00 |
$3,038.55 |
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2.03 |
|
Fly Ash Treated Subgrade |
3,453 |
S.Y. |
$7.50 |
$25,897.50 |
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2.04 |
|
Aggregate Base (36" Assumed) |
888 |
C.Y. |
$60.00 |
$53,280.00 |
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|
2.05 |
|
Full depth Combined Curb & Gutter
(Type I & Type II) |
2,300 |
L.F. |
$16.50 |
$37,944.72 |
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2.06 |
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Asphaltic Concrete Pavement |
1,815 |
S.Y. |
$35.00 |
$63,525.00 |
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2.07 |
|
Reinforced Concrete Pavement |
327.3 |
S.Y. |
$65.00 |
$21,274.50 |
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2.08 |
|
Pervious Asphalt Pavement (3") |
888 |
S.Y. |
$10.00 |
$8,880.00 |
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2.09 |
|
Asphaltic Concrete Pavement (Remove
& Replace) |
554 |
S.Y. |
$75.00 |
$41,550.00 |
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2.10 |
|
5'x4" Concrete Sidewalk |
7,339 |
S.F. |
$4.50 |
$33,023.79 |
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2.11 |
|
6" Sidewalk Ramps |
64 |
S.Y. |
$150.00 |
$9,600.00 |
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2.12 |
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Water Hydrant Assembly Disconnect |
2 |
Ea. |
$500.00 |
$1,000.00 |
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2.13 |
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Water Hydrant Assembly |
2 |
Ea. |
$2,500.00 |
$5,000.00 |
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|
2.14 |
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Adjust Utility Cover(s) to Grade |
3 |
Ea. |
$300.00 |
$900.00 |
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|
2.15 |
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Street
Lighting |
28 |
Ea. |
$3,500.00 |
$98,000.00 |
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|
2.16 |
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Street Trees |
33 |
Ea. |
$400.00 |
$13,200.00 |
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2.17 |
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Pedestrian Canopies |
3 |
Ea. |
$10,000.00 |
$30,000.00 |
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2.18 |
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Signing |
1 |
L.S. |
$3,500.00 |
$3,500.00 |
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3.00 |
Stormwater Improvements |
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3.01 |
|
Improvements to Alleviate Ponding at
9th & Delaware Intersection |
1 |
L.S. |
$14,375.00 |
$14,375.00 |
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|
3.02 |
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Stormwater Conveyance along Delaware
Street |
1 |
L.S. |
$88,655.00 |
$88,655.00 |
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|
3.03 |
|
Stormwater Conveyance along 8th
Street |
1 |
L.S. |
$77,515.00 |
$77,515.00 |
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|
3.04 |
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Stormwater Conveyance across Delaware
Street (as necessary) |
1 |
L.S. |
$4,960.00 |
$4,960.00 |
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3.05 |
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Stormwater Conveyance across 8th
Street (as necessary) |
1 |
L.S. |
$9,100.00 |
$9,100.00 |
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|
3.06 |
|
Standard Curb Inlet(s) |
4 |
Ea. |
$5,000.00 |
$20,000.00 |
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|
3.07 |
|
Extra Depth Curb Inlet(s) |
3.1 |
V.F. |
$225.00 |
$697.50 |
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3.08 |
|
Standard Junction Box(es) |
1 |
Ea. |
$4,500.00 |
$4,500.00 |
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|
3.09 |
|
Extra Depth Junction Box(es) |
4.2 |
V.F. |
$225.00 |
$945.00 |
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|
3.10 |
|
Standard Manhole(s) |
1 |
Ea. |
$4,000.00 |
$4,000.00 |
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|
3.11 |
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Extra Depth Manhole(s) |
3.5 |
V.F. |
$225.00 |
$787.50 |
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3.12 |
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Connect To Existing Stormwater
Structure |
1 |
Ea. |
$1,000.00 |
$1,000.00 |
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Phase 5 Subtotal |
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|
$803,532.46 |
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15% Contingency |
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|
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|
$120,529.87 |
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Phase 5 Total |
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$924,062.33 |
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Phase 3: |
Poehler Site
Plan Improvements |
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|
Item |
|
Quantity |
Unit |
Unit Price |
Amount |
|
|
1.00 |
General |
|
|
|
|
|
|
1.01 |
|
Mobilization |
1 |
L.S. |
$35,000.00 |
$35,000.00 |
|
|
1.02 |
|
Clearing & Grubbing |
1 |
L.S. |
$5,000.00 |
$5,000.00 |
|
|
1.03 |
|
Removal of Existing Structures (as
necessary) |
1 |
L.S. |
$5,000.00 |
$5,000.00 |
|
|
1.04 |
|
Removal of Existing Pavement (as
necessary) |
3125 |
S.Y. |
$7.50 |
$23,437.50 |
|
|
1.05 |
|
Construction Staking |
1 |
L.S. |
$75,000.00 |
$75,000.00 |
|
|
1.06 |
|
Traffic Control |
1 |
L.S. |
$7,500.00 |
$7,500.00 |
|
|
2.00 |
Parking Lot, Alley,
& 8th Street Improvements |
|
|
|
$0.00 |
|
|
2.01 |
|
Unclassified Excavation |
1 |
L.S. |
$20,000.00 |
$20,000.00 |
|
|
2.02 |
|
Compaction of Earthwork (Type B,
MR-90) |
1 |
L.S. |
$20,000.00 |
$20,000.00 |
|
|
2.03 |
|
Aggregate Base (36" Assumed) |
5025 |
C.Y. |
$60.00 |
$301,511.67 |
|
|
|
2.04 |
|
Full depth Combined Curb & Gutter
(Type I & Type II) |
160 |
L.F. |
$16.50 |
$2,641.32 |
|
|
2.05 |
|
Reinforced Concrete Pavement |
905.8 |
S.Y. |
$65.00 |
$58,877.00 |
|
|
2.06 |
|
Pervious Asphalt Pavement (3") |
5025 |
S.Y. |
$10.00 |
$50,250.00 |
|
|
2.07 |
|
8" Asphaltic Concrete Pavement
along 8th Street |
127 |
S.Y. |
$27.50 |
$3,493.60 |
|
|
2.08 |
|
Adjust Utility Cover(s) to Grade |
3 |
Ea. |
$300.00 |
$900.00 |
|
|
2.09 |
|
Parking
Lot Lighting |
8 |
Ea. |
$3,500.00 |
$28,000.00 |
|
|
2.10 |
|
Signing |
1 |
L.S. |
$1,500.00 |
$1,500.00 |
|
|
3.00 |
Stormwater Improvements |
|
|
|
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|
3.01 |
|
Pipes from Parking Lot to Delaware
System |
350 |
L.F. |
$75.00 |
$26,250.00 |
|
|
Phase 5 Subtotal |
|
|
|
|
$664,361.09 |
|
|
15% Contingency |
|
|
|
|
$99,654.16 |
|
|
Phase 5 Total |
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|
|
$764,015.25 |
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Phase 4: |
9th, Penn,
& 8th Street Improvements |
|
|
Item |
|
Quantity |
Unit |
Unit Price |
Amount |
|
|
1.00 |
General |
|
|
|
|
|
|
1.01 |
|
Mobilization |
1 |
L.S. |
$30,000.00 |
$30,000.00 |
|
|
1.02 |
|
Clearing & Grubbing |
1 |
L.S. |
$5,000.00 |
$5,000.00 |
|
|
1.03 |
|
Removal of Existing Structures (as
necessary) |
1 |
L.S. |
$10,000.00 |
$10,000.00 |
|
|
1.04 |
|
Removal of Existing Pavement (as
necessary) |
791 |
S.Y. |
$7.50 |
$5,932.50 |
|
|
1.05 |
|
Construction Staking |
1 |
L.S. |
$15,000.00 |
$15,000.00 |
|
|
1.06 |
|
Traffic Control |
1 |
L.S. |
$25,000.00 |
$25,000.00 |
|
|
2.00 |
Street Improvements |
|
|
|
$0.00 |
|
|
2.01 |
|
Unclassified Excavation |
1 |
L.S. |
$30,000.00 |
$30,000.00 |
|
|
2.02 |
|
Compaction of Earthwork (Type B,
MR-90) |
1 |
L.S. |
$25,000.00 |
$25,000.00 |
|
|
2.03 |
|
Aggregate Base (36" Assumed) |
643 |
C.Y. |
$60.00 |
$38,580.00 |
|
|
2.04 |
|
Full depth Combined Curb & Gutter
(Type I & Type II) |
1547 |
L.F. |
$16.50 |
$25,520.06 |
|
|
2.05 |
|
Asphaltic Concrete Pavement |
156 |
S.Y. |
$35.00 |
$5,460.00 |
|
|
2.06 |
|
Reinforced Concrete Pavement |
1,813.9 |
S.Y. |
$65.00 |
$117,905.45 |
|
|
2.07 |
|
Pervious Asphalt Pavement (3") |
643 |
S.Y. |
$10.00 |
$6,430.00 |
|
|
2.08 |
|
5'x4" Concrete Sidewalk |
5114 |
S.F. |
$4.50 |
$23,013.00 |
|
|
2.09 |
|
6" Sidewalk Ramps |
39.0 |
S.Y. |
$150.00 |
$5,850.00 |
|
|
2.10 |
|
Water Hydrant Assembly Disconnect |
2 |
Ea. |
$500.00 |
$1,000.00 |
|
|
2.11 |
|
Water Hydrant Assembly |
2 |
Ea. |
$2,500.00 |
$5,000.00 |
|
|
2.12 |
|
Adjust Utility Cover(s) to Grade |
7 |
Ea. |
$300.00 |
$2,100.00 |
|
|
2.13 |
|
Street
Lighting |
10 |
Ea. |
$3,500.00 |
$35,000.00 |
|
|
2.14 |
|
Street Trees |
23 |
Ea. |
$400.00 |
$9,200.00 |
|
|
2.15 |
|
Signing |
1 |
L.S. |
$3,500.00 |
$3,500.00 |
|
|
3.00 |
Stormwater Improvements |
|
|
|
$0.00 |
|
|
3.01 |
|
Stormwater Conveyance along
Pennsylvania Street |
568 |
L.F. |
$140.00 |
$79,520.00 |
|
|
3.02 |
|
Stormwater Conveyance across
Pennsylvania Street (as necessary) |
68.0 |
L.F. |
$85.00 |
$5,780.00 |
|
|
3.03 |
|
Standard Curb Inlet(s) |
4 |
Ea. |
$4,250.00 |
$17,000.00 |
|
|
3.04 |
|
Extra Depth Curb Inlet(s) |
3.1 |
V.F. |
$225.00 |
$697.50 |
|
|
Phase 5 Subtotal |
|
|
|
|
$527,488.51 |
|
|
15% Contingency |
|
|
|
|
$79,123.28 |
|
|
Phase 5 Total |
|
|
|
|
|
$606,611.78 |
|
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|
|
|
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|
|
Phase 5: |
Pennsylvania
Street & Alley Improvements |
|
|
Item |
|
Quantity |
Unit |
Unit Price |
Amount |
|
|
1.00 |
General |
|
|
|
|
|
|
1.01 |
|
Mobilization |
1 |
L.S. |
$75,000.00 |
$75,000.00 |
|
|
1.02 |
|
Clearing & Grubbing |
1 |
L.S. |
$5,000.00 |
$5,000.00 |
|
|
1.03 |
|
Removal of Existing Structures (as
necessary) |
1 |
L.S. |
$10,000.00 |
$10,000.00 |
|
|
1.04 |
|
Removal of Existing Pavement (as
necessary) |
2648 |
S.Y. |
$7.50 |
$19,860.00 |
|
|
1.05 |
|
Construction Staking |
1 |
L.S. |
$20,000.00 |
$20,000.00 |
|
|
1.06 |
|
Traffic Control |
1 |
L.S. |
$25,000.00 |
$25,000.00 |
|
|
2.00 |
Street
Improvements |
|
|
|
|
|
|
2.01 |
|
Unclassified Excavation |
1 |
L.S. |
$30,000.00 |
$30,000.00 |
|
|
2.02 |
|
Compaction of Earthwork (Type B,
MR-90) |
1 |
L.S. |
$25,000.00 |
$25,000.00 |
|
|
2.03 |
|
Fly Ash Treated Subgrade |
2,256 |
S.Y. |
$5.00 |
$11,280.00 |
|
|
2.04 |
|
Aggregate Base (36" Assumed) |
737 |
S.Y. |
$60.00 |
$44,220.00 |
|
|
2.05 |
|
Full depth Combined Curb & Gutter
(Type I & Type II) |
1778 |
L.F. |
$16.50 |
$29,332.88 |
|
|
2.06 |
|
Asphaltic Concrete Pavement |
2,030 |
S.Y. |
$35.00 |
$71,050.00 |
|
|
2.07 |
|
Reinforced Concrete Pavement |
149 |
S.Y. |
$65.00 |
$9,685.00 |
|
|
2.08 |
|
Pervious Asphalt Pavement (3") |
737 |
S.Y. |
$10.00 |
$7,370.00 |
|
|
2.09 |
|
Remove & Replace and/or Restore
Existing Brick Pavement |
2,029 |
S.Y. |
$120.00 |
$243,538.40 |
|
|
2.10 |
|
5'x4" Concrete Sidewalk |
4775 |
S.F. |
$4.50 |
$21,486.08 |
|
|
2.11 |
|
6" Sidewalk Ramps |
35 |
S.Y. |
$150.00 |
$5,250.00 |
|
|
2.12 |
|
Adjust Utility Cover(s) to Grade |
6 |
Ea. |
$300.00 |
$1,800.00 |
|
|
2.13 |
|
Street
Lighting |
6 |
Ea. |
$3,500.00 |
$21,000.00 |
|
|
2.14 |
|
Street Trees |
3 |
Ea. |
$400.00 |
$1,200.00 |
|
|
2.15 |
|
Signing |
1 |
L.S. |
$3,500.00 |
$3,500.00 |
|
|
4.00 |
Alleyway
Improvements |
|
|
|
|
|
|
4.01 |
|
Unclassified Excavation |
1 |
L.S. |
$10,000.00 |
$10,000.00 |
|
|
4.02 |
|
Compaction of Earthwork (Type B,
MR-90) |
1 |
L.S. |
$10,000.00 |
$10,000.00 |
|
|
4.03 |
|
Aggregate Base (36" Assumed) |
1069 |
C.Y. |
$60.00 |
$64,140.00 |
|
|
4.04 |
|
Pervious Asphalt Pavement (3") |
1069 |
S.Y. |
$10.00 |
$10,690.00 |
|
|
Phase 5 Subtotal |
|
|
|
|
$775,402.35 |
|
|
15% Contingency |
|
|
|
|
$116,310.35 |
|
|
Phase 5 Total |
|
|
|
|
|
$891,712.71 |
|
|
|
|
|
|
|
|
|
|
Total Public and Private
Improvement Costs: |
|
|
|
$3,511,073.72 |
|
|
|
|
|
|
|
|
|
|
|
|