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Powerline Plan and Environ. Assessment Jan. 2013 - Flood Control ...

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<strong>Powerline</strong>, Vineyard Road <strong>and</strong> Rittenhouse <strong>Flood</strong> Retarding Structures<br />

Rehabilitation or Replacement Project<br />

Line Item<br />

Designed By: TDD Date: 01/11/<strong>2013</strong><br />

Checked By: RAE Date: 01/11/<strong>2013</strong><br />

Item Description (Reference the Unit Price Descriptions for additional detail)<br />

Basin/Channel Side inlets<br />

Tributary Confluence Erosion <strong>Control</strong><br />

<strong>Powerline</strong> FRS<br />

F1 Small basin/channel side inlet 17,300.00<br />

Opinion of Probable Cost for Level III Alternatives Analysis<br />

Alternative 8A<br />

Rehabilitation/Replacement<br />

Alternative 8A<br />

Rehabilitation/Replacement<br />

Alternative 8B<br />

Rehabilitation/Replacement<br />

Replace <strong>Powerline</strong> FRS,<br />

Rehabilitate Vineyard Road<br />

(Upstream Sloping Filter) <strong>and</strong><br />

Rittenhouse FRS (Upstream<br />

Alternative 8B<br />

Rehabilitation/Replacement<br />

Alternative 8B<br />

Rehabilitation/Replacement<br />

Replace <strong>Powerline</strong> FRS, Convert Replace <strong>Powerline</strong> FRS, Convert<br />

Replace <strong>Powerline</strong> FRS, Replace <strong>Powerline</strong> FRS,<br />

Rittenhouse FRS to Levee, Rittenhouse FRS to Levee,<br />

Rehabilitate Vineyard Road Rehabilitate Vineyard Road<br />

Rehabilitate Vineyard Road FRS Rehabilitate Vineyard Road FRS<br />

(Hybrid Filter) <strong>and</strong> Rittenhouse (Hybrid Filter) <strong>and</strong> Rittenhouse<br />

(Upstream Sloping Filter)<br />

(Hybrid Filter)<br />

Sloping Filter)<br />

FRS (Hybrid Filter)<br />

FRS (Central Filter)<br />

Unit cost Unit Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost<br />

$ EA 1 $ 17,300 1 $ 17,300 1 $ 17,300 1 $ 17,300 1 $ 17,300<br />

F2 Medium basin/channel side inlet $ 52,100.00 EA 1 $ 52,100 1 $ 52,100 1 $ 52,100 1 $ 52,100 1 $ 52,100<br />

F3 Large basin/channel side inlet $ 125,500.00 EA 1 $ 125,500 1 $ 125,500 1 $ 125,500 1 $ 125,500 1 $ 125,500<br />

SubTotal $ 194,900<br />

$ 194,900<br />

$ 194,900<br />

$ 194,900<br />

$ 194,900<br />

Total Basin/Channel Side inlets $ 194,900<br />

$ 194,900<br />

$ 194,900<br />

$ 194,900<br />

$ 194,900<br />

Improvements to <strong>Powerline</strong> North Diversion Channel<br />

New Channel<br />

G1 Channel excavation $ 3.00 CY 11,800 $ 35,400 11,800 $ 35,400 11,800 $ 35,400 11,800 $ 35,400 11,800 $ 35,400<br />

G2 Gabion Basket outlet protection at Baseline Road $ 200.00 SY 218 $ 43,600 218 $ 43,600 218 $ 43,600 218 $ 43,600 218 $ 43,600<br />

G3 Pavement removal/replacement $ 100.00 CY 178 $ 17,800 178 $ 17,800 178 $ 17,800 178 $ 17,800 178 $ 17,800<br />

G4 Culvert removal $ 300.00 LF 150 $ 45,000 150 $ 45,000 150 $ 45,000 150 $ 45,000 150 $ 45,000<br />

G5 Earthwork $ 3.00 CY 355 $ 1,065 355 $ 1,065 355 $ 1,065 355 $ 1,065 355 $<br />

1,065<br />

G6 Reinforcing steel $ 0.75 LBS 35,018 $ 26,264 35,018 $ 26,264 35,018 $ 26,264 35,018 $ 26,264 35,018 $ 26,264<br />

G7 Concrete $ 300.00 CY 253 $ 75,900 253 $ 75,900 253 $ 75,900 253 $ 75,900 253 $ 75,900<br />

G8 Riprap $ 65.00 CY 396 $ 25,740 396 $ 25,740 396 $ 25,740 396 $ 25,740 396 $ 25,740<br />

SubTotal $ 270,769<br />

$ 270,769<br />

$ 270,769<br />

$ 270,769<br />

$ 270,769<br />

Total Improvements to <strong>Powerline</strong> North Diversion Channel $ 270,769<br />

$ 270,769<br />

$ 270,769<br />

$ 270,769<br />

$ 270,769<br />

Site Preparation<br />

Clearing <strong>and</strong> Grubbing<br />

H1 Clearing <strong>and</strong> Grubbing $ 12,000.00 AC 266 $ 3,192,000 266 $ 3,192,000 266 $ 3,192,000 266 $ 3,192,000 266 $ 3,192,000<br />

SubTotal $ 3,192,000<br />

$ 3,192,000<br />

$ 3,192,000<br />

$ 3,192,000<br />

$ 3,192,000<br />

Total Site Preparation $ 3,192,000<br />

$ 3,192,000<br />

$ 3,192,000<br />

$ 3,192,000<br />

$ 3,192,000<br />

Subtotal <strong>Powerline</strong> Structures $ 12,882,500<br />

$ 12,882,500<br />

$ 12,882,500<br />

$ 12,882,500<br />

$ 12,882,500<br />

Subtotal Additional Elements $ 3,462,800<br />

$ 3,462,800<br />

$ 3,462,800<br />

$ 3,462,800<br />

$ 3,462,800<br />

Subtotal Structure Cost $ 16,345,300<br />

$ 16,345,300<br />

$ 16,345,300<br />

$ 16,345,300<br />

$ 16,345,300<br />

L<strong>and</strong>scaping <strong>and</strong> Aesthetics "Lite" Approach (5%) $ 817,300<br />

$ 817,300<br />

$ 817,300<br />

$ 817,300<br />

$ 817,300<br />

<strong>Environ</strong>mental Mitigation $ 720,000<br />

$ 720,000<br />

$ 720,000<br />

$ 720,000<br />

$ 720,000<br />

Cultural Resources Mitigation $ 602,000<br />

$ 602,000<br />

$ 602,000<br />

$ 602,000<br />

$ 602,000<br />

Contingency (25%) $ 4,086,400<br />

$ 4,086,400<br />

$ 4,086,400<br />

$ 4,086,400<br />

$ 4,086,400<br />

Subtotal Structure, <strong>Environ</strong>mental <strong>and</strong> L<strong>and</strong>scape Cost $ 22,571,000<br />

$ 22,571,000<br />

$ 22,571,000<br />

$ 22,571,000<br />

$ 22,571,000<br />

ADWR Permit (2% dams) $ 452,000<br />

$ 452,000<br />

$ 452,000<br />

$ 452,000<br />

$ 452,000<br />

Mobilization (3%) $ 678,000<br />

$ 678,000<br />

$ 678,000<br />

$ 678,000<br />

$ 678,000<br />

Engineering (3%) $ 678,000<br />

$ 678,000<br />

$ 678,000<br />

$ 678,000<br />

$ 678,000<br />

Supplemental General Conditions (1%) $ 226,000<br />

$ 226,000<br />

$ 226,000<br />

$ 226,000<br />

$ 226,000<br />

CQC <strong>Plan</strong> <strong>and</strong> Testing (1%) $ 226,000<br />

$ 226,000<br />

$ 226,000<br />

$ 226,000<br />

$ 226,000<br />

Construction Management (3%) $ 678,000<br />

$ 678,000<br />

$ 678,000<br />

$ 678,000<br />

$ 678,000<br />

Total Project Cost $ 25,509,000<br />

$ 25,509,000<br />

$ 25,509,000<br />

$ 25,509,000<br />

$ 25,509,000<br />

KHA Project No. 091131019<br />

_Level_III_Alternatives_OPC_Summary_updated spillway costs_R-CLSM_<strong>Powerline</strong>.xls 2 of 2 <strong>Jan</strong>uary <strong>2013</strong>

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