Loading...
EDA Disaster Grant_Bee Branch Creek RestorationMasterpiece on the Mississippi Dubuque bierd All-America City 1 2007 TO: The Honorable Mayor and City Council Members FROM: Michael C. Van Milligen, City Manager SUBJECT: Economic Development Administration Disaster Grant for Bee Branch Creek Restoration DATE: May 31, 2012 Assistant City Manager Teri Goodmann is recommending that the City submit a $4 million grant request to the U.S. Economic Development Administration for the Bee Branch Creek Restoration Project. I concur with the recommendation and respectfully request Mayor and City Council approval. Michael C. Van Milligen MCVM:jh Attachment cc: Barry Lindahl, City Attorney Cindy Steinhauser, Assistant City Manager Teri Goodmann, Assistant City Manager Masterpiece on the Mississippi TO: Mike Van Milligen, City Manager FROM: Teri Goodmann, Assistant City Manager' Dubuque bierd All-America City 1 2007 SUBJECT: Economic Development Administration Disaster grant for Bee Branch Creek Restoration DATE: May 30, 2012 Introduction This memorandum transmits an Economic Development Disaster Recovery grant application summary, grant project budget and resolution requesting City Council authorization for the submittal of the grant. Discussion The Dubuque community received a federal disaster declaration on August 30, 2011 as a result of a rainfall of nearly fourteen inches in a ten hour period of time causing significant flash flooding. Rising water closed roads, highways, streets and destroyed and damaged bridges. Flooding also contributed to structure fires prompting rescues and evacuations. Most of the damage occurred in Census Tract 1, creating significant negative impact to businesses and neighborhoods. In response to this and past flooding, the City has proposed the creation of green infrastructure, essentially "day- lighting" a one -mile section of the Bee Branch Creek, which was buried over one hundred years ago in a storm sewer and no longer has the capacity to carry water through the North End of the City to the Mississippi River. The newly resurrected Bee Branch Creek and its associated flood plain will have much greater rain water storage and carrying capacity than the old storm sewer and will mitigate future flooding. The Bee Branch Creek Restoration Project will require the construction of three new bridges spanning the creek with public streets and railroad infrastructure. The Bee Branch Creek daylighting will not only add capacity but will leverage and expand upon flood mitigation infrastructure up and down stream at connected detention basins on Carter Road, 32nd Street and 16th Street. The identified EDA Flood Disaster Recovery grant program could potentially fund a portion of the day - lighted Bee Branch Creek and its associated flood plain portion of green infrastructure. Construction of the three bridges would constitute the match. Budget Impact Project cost for day - lighting the Bee Branch Creek, restoring the associated flood plain and building the three bridges is $10,226,150 million. The EDA grant application request is $4 million. The City of Dubuque's financial commitment for the purposes of this grant is $6,226,150 plus all engineering and construction contingency costs required. Recommendation Staff recommends that the City Council approve the resolution supporting the application for EDA Disaster Recovery grant. 2 THE CITY OF Masterpiece on the Mississippi May 29, 2012 Mr. Robert Olson, Regional Director Denver Regional Office 410 17th Street, Suite 250 Denver, Colorado 80202 Dear Mr. Olson, Office of the Mayor & City Council City Hall 50 West 13th Street Dubuque, IA 52001 -4864 www.cityofdubuque.org Our community received a federal disaster declaration on August 30, 2011 because a summer's worth of rain, falling in one night of near - continuous storms, triggered unprecedented flash flooding on the night of July 27th and into the morning of July 28, 2011. Rising water closed streets and damaged bridges, contributed to structure fires, prompted evacuations and water rescues. Most of the damage occurred in the urban core of the community in Census Tract 1, negatively impacting dozens of businesses and developments. The City of Dubuque is proposing to create Green Infrastructure by "Day- lighting" one mile of the Bee Branch Creek, which has been contained underground in a storm sewer system for over 100 years. The process will involve digging up the storm sewer and replacing it with a creek and an associated flood plain. The restored Bee Branch Creek will have much greater carrying capacity than the century old storm sewer and will be able to hold and carry away a much greater volume of water. In addition, the creek will be restored to a more natural state so that more storm water gets absorbed and gradually released by soil and plants. The restored Bee Branch Creek will act as a reservoir to hold a much greater amount of rainwater than the current storm sewer. The essential piece the City is requesting EDA funding for, which is the highest priority of the entire project and demonstrates resiliency, is the creek portion which includes utilities and streets components. The total project cost for the EDA Disaster Relief program is $10,226,150 million. We are requesting $4 million from the EDA Disaster Recovery program. The city of Dubuque supports this project financially by committing to 61 % of the project construction cost, or $6,226,150 plus all engineering and construction contingency costs required to satisfactorily complete the project. Moving forward with this project will enable the City to be better prepared for any future disaster, like the one that occurred in July 2011 I urge EDA to support the proposed project This disaster prevention project is significant because it builds resilience into the City's core business district and protects against future flood events Sincerely, j /1.1 Mayor Roy D BuoI City of Dubuque RESOLUTION NO, 142 -12 RESOLUTION APPROVING AN APPLICATION FOR FLOOD DISASTER FUNDING TO THE TO THE EDA FOR THE BEE BRANCH CREEK RESTORATION PROJECT Whereas, the Economic Development Administration (EDA) has announced the availability of Disaster funding for cities and counties that received a Federal Disaster Declaration in 2011 and Whereas, the City has identified the Bee Branch Creek Restoration Project to mitigate future flood disaster and create a more resilient economic development and job retention environment. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF DUBUQUE, IOWA: Section 1. The Mayor is authorized to sign and submit this application to the EDA for Disaster Funding for the Bee Branch Creek Restoration Project. Section 2. That in the event said application is approved, the City Council hereby provides its written assurance that the Bee Branch Creek and its associated flood plain will be adequately maintained for its intended public use. Attest: Passed, approved and adopted this 4th day of Kev S. Firnstahl, City Clerk June , 2012 D. Buol, Mayor 24" Sanitary Sewer D= 16 -20' If 300 185.00 55,500 36" Sanitary Sewer D =0 -12' If 500 135.00 67,500 12" Water Main - Medium Production If 330 90.00 29,700 Cost Estimate, Elements of the Upper Bee Branch Disaster Prevention Project Upper Bee Branch Disaster Prevention Improvements PROJECT ELEMENT #1 - Creek & Flood Plain Construction Flood Plain Unit Quantity Unit Price Extension Mobilization Is 1 20,000.00 20,000 Temporary Channel Construction Is 1 100,000.00 100,000 Dewatering Is 1 10,000.00 10,000 Silt Fence If 500 5.00 2,500 Straw Bale Berms ea 30 50.00 1,500 Unclassified Excavation cy 104,000 23.00 2,392,000 Special Excavation cy 25,000 50.00 1,250,000 Fine Grading sy 49,000 4.00 196,000 Sub -Total cy 2,444 15.00 3,972,000 Creek Unit Quantity Unit Price Extension Mobilization Is 1 10,000.00 10,000 Dewatering Is 1 100,00000 100,000 Unclassified Excavation cy 17,111 20.00 342,200 Undercut Excavation cy 4,278 22.00 94,100 Undercut Backfill t 8,556 12.00 102,700 Geotextile sy 14,667 3.50 51,300 Crushed Aggregate Base Course t 1,630 11.00 17,900 6 " -9" Cobbles cy 1,833 50.00 91,700 Compacted Clay Base cy 2,444 15.00 36,700 Cut Limestone Block -New cy 1,499 50.00 75,000 Cut Limestone Block-Salvaged Bee Branch cy 652 30.00 19,600 Limestone Block Installation vsf 15,400 15.00 231,000 Woody Debris ea 15 500.00 7,500 Souse Hole Depressions cy 91 50.00 4,500 Granular Wall Backfill cy 1,630 25.00 40,700 Random Boulder ea 15 100.00 1,500 Modified J -Hook Stone Diversion Installation If 220 50.00 11,000 Sub Total 1,237,400 24th Street Bee Branch Box Culvert Realignment Unit Quantity Unit Price Cost Box Culvert Extension Is 726,941.00 726,90D Sub Total 726,900 Utility Relocation, Water Main Unit Quantity Unit Price Extension Mobilization Is 10,000.00 10,000 20" Water Main - Low Production If 895 250.00 223,800 10" Water Main - Medium Production If 200 80.00 16,000 8" Water Main - Medium Production If 143 75.00 6" Water Main - Medium Production If 80 75.00 10,700 6,000 1" Water Service If 120 110.00 13,200 20" Gate Valve and MH ea 3 2,500.00 7,500 12" Gate Valve and MH 10" Gate Valve and MH ea 4 2,500.00 10,000 ea 4 2,300.00 9,200 8" Gate Valve and MH ea 8 2,100.00 16,800 6" Gate Valve and Box ea 6 900.00 5,400 New Fire Hydrant ea 6 2,000.00 12,000 Granular Trench Backfill cy 2,095 15.00 31,400 Connect to existing WM - Cut In ea 13 1,000.00 13,000 Insulation If 400 5.00 2,000 Sub -Total 416,700 Utility Relocation, Sanitary Sewer Unit Quantity Unit Price Extension Mobilization Is 10,000.00 10,000 Dewatering If 3,675 50.00 183,750 Traffic Control Barrels ea 20 50.00 1,000 Traffic Control Signs ea 20 400.00 8,000 36" Sanitary Sewer D= 12 -16" If 800 160.00 128,000 36" Sanitary Sewer D= 16 -20' If 300 185.00 55,500 36" Sanitary Sewer D= 20 -24' If 645 320.00 206,400 24" Sanitary Sewer D =0 -12' If 300 135.00 40,500 24" Sanitary Sewer D= 12 -16" If 400 160.00 64,000 24" Sanitary Sewer D= 20 -24' If 365 320.00 116,800 8" Sanitary Sewer D= 12 -16" If 65 85.00 6' Manhole D =0 -12' ea 4 2,500.00 5,500 10,000 6' Manhole D= 16 -20' ea 5 5,000.00 25,000 6' ManholeD= 12 -16" ea 5 3,500.00 17,500 6' Manhole D= 20 -24' ea 4 9,000.00 36,000 4' ManholeD= 12 -16" ea 2 2,500.00 5,000 Sewer Casing If 250 100.00 25,000 Bored Sewer Construction If 250 100.00 25,000 Granular Trench Backfill cy 12,237 15.00 183,600 Connect to Existing Sewer ea 8 12,000.00 96,000 Abandon Existing Sewer Insulation ea 2 2,500,00 5,000 If 400 5.00 2,000 Sub -Total 1,372,550 Page 1 of 5 Cost Estimate, Elements of the Upper Bee Branch Disaster Prevention Project Roadway Reconstruction /Relocation - Garfield East Mobilization Unit Quantity Unit Price Extension Is 1 2,500.00 2,500 Silt Fence If 460 5.00 2,300 Inlet Protection ea 4 300.00 1,200 Straw Bale Berms ea 10 50.00 500 Traffic Control Is 1 2,500.00 2,500 Pavement Removal sy 1,022 3.50 3,578 Concrete Curb and Gutter Removal If 460 6.00 2,760 Concrete Sidewalk and Driveway Removal Remove Trees sy 307 3.50 1,073 ea 3 1,000.00 3,000 Unclassified Excavation Cy 750- 20.00 15,000 Undercut Excavation cy 188 22.00 4,125 Undercut Backfill 375 11.00 4,125 Geotextile for Subgrade Stabilization Crushed Aggregate Base Course Concrete Pavement Sy' 50 5.00 250 1,000 12.00 12,000 sy 875 50.00 43,750 Truncated Domes ea 8 500.00 4,000 Concrete Curb and Gutter If 320 10.00 3,200 Concrete Sidewalk sf 1,920 4.50 8,640 6' DIA Storm Manhole ea 1 3,500.00 3,500 Precast Storm Inlet ea 2 850.00 1,700 24" RCP Storm Sewer If 60 100.00 6,000 12" RCP Storm Sewer If 40 70.00 2,800 Adjust MH's W /Extension Rings Abandon Existing Storm Sewer Granular Trench Backfill ea 300.00 900 Is 1 5,000.00 5,000 cy 100 15.00 1,500 Light base, Poles and Fixtures - Single Traffic Signs ea 1 3,500.00 3,500 Is 3,000.00 3,000 Sub -Total 142,400 Roadway Reconstruction /Relocation - Garfield West Unit Quantity Unit Price Extension Mobilization Is 1 2,500.00 2,500 Silt Fence If 400 5,00 2,000 Inlet Protection ea 4 300.00 1,200 Straw Bale Berms ea 10 50.00 500 Traffic Control Is 1 2,500.00 2,500 Pavement Removal sy 889 3.50 3,111 Concrete Curb and Gutter Removal If 400 6.00 2,400 Concrete Sidewalk and Driveway Removal sy 267 3.50 933 Unclassified Excavation cy 333 20.00 6,667 Undercut Excavation cy 83 22.00 1,833 Undercut Backfill t 167 11.00 1,833 Geotextile for Subgrade Stabilization sy 50 5.00 250 Crushed Aggregate Base Course t 444 12.00 5,333 Concrete Pavement sy 444 50.00 22,222 Truncated Domes ea 8 500.00 4,000 Concrete Curb and Gutter If 200 10.00 2,000 Concrete Sidewalk sf 1,200 4.50 5,400 6' DIA Storm Manhole ea 1 3,500.00 3,500 Precast Storm Inlet ea 2 850.00 1,700 36" RCP Storm Sewer If 60 150.00 9,000 12" RCP Storm Sewer . If 40 70.00 2,800 Adjust MH's W /Extension Rings ea 2 300.00 600 Abandon Existing Storm Sewer Is 1 5,000.00 5,000 Granular Trench Backfill cy 100 15.00 1,500 Light base, Poles and Fixtures - Single ea 1 3,500.00 3,500 Traffic Signs Is 1 3,000.00 3,000 Sub -Total 95,300 Roadway Reconstruction /Relocation - Rhomberg Mobilization Unit Quantity Unit Price Extension Is 2,500.00 2,500 Silt Fence If 840 5.00 4,200 Inlet Protection ea 4 300.00 1,200 Straw Bale Berms ea 10 50.00 500 Traffic Control Is 1 2,500.00 2,500 Pavement Removal sy 1,633 3.50 5,717 Concrete Curb and Gutter Removal If 840 6.00 5,040 Concrete Sidewalk and Driveway Removal Unclassified Excavation sy 280 3.50 960 cy 1,050 20.00 21,000 Undercut Excavation cy 263 22.00 5,775 Undercut Backfill 525 11.00 5,775 Geotextile for Subgrade Stabilization Crushed Aggregate Base Course Concrete Pavement sy 50 5.00 250 1,800 12.00 21,600 sy 1.280 50.00 64,000 Brick Pavers sf 140 15.00 2,100 Truncated Domes ea 8 500.00 4,000 Concrete Curb and Gutter If 720 10.00 7,200 Concrete Sidewalk sf 1,800 4.50 8,100 6' DIA Storm Manhole ea 2 3,500.00 7,000 Precast Storm Inlet ea 8 850.00 6,800 24" RCP Storm Sewer If 200 100.00 20,000 15" RCP Storm Sewer If 100 75.00 7,500 12" RCP Storm Sewer If 100 70.00 7,000 Adjust MH's W /Extension Rings Abandon Existing Storm Sewer Granular Trench Backfill ea 5 300.00 1,500 Is 1 5,000.00 5,000 Cy 100 15.00 1,500 Light base, Poles and Fixtures - Single Traffic Signs ea 1 3,500.00 3,500 Is 1 3,000.00 3,000 Sub -Total 225,200 Page 2 of 5 ea 2 300.00 600 Cost Estimate, Elements of the Upper Bee Branch Disaster Prevention Project Roadway Reconstruction /Relocation - Kniest Unit Mobilization Silt Fence Is Quantity 1 Unit Price Extension 2,500.00 2,500 Inlet Protection ea 4 300.00 If 1,940 5.00 Straw Bale Berms Traffic Control ea 10 50.00 9,700 1,200 500 Pavement Removal Is 1 2,500.00 2,500 Concrete Curb and Gutter Removal Concrete Sidewalk and Driveway Removal sy If 3,233 3.50 11,317 1,940 6.00 11,640 Unclassified Excavation Undercut Excavation Undercut Backfill sy 647 3.50 2,263 cy cy 1,156 289 20.00 22.00 23,111 578 11.00 Geotextile for Subgrade Stabilization Crushed Aggregate Base Course sy 50 5.00 6,356 6,356 250 Concrete Pavement 2,311 12.00 27,733 Truncated Domes sy 1,156 50.00 57,778 ea 8 500.00 Concrete Curb and Gutter Concrete Sidewalk If 1,040 10.00 4,000 10,400 6' DIA Storm Manhole sf 5,880 4.50 26,460 Precast Storm Inlet ea 2 3,500.00 7,000 24" RCP Storm Sewer ea 4 850.00 3,400 200 100.00 12" RCP Storm Sewer If 40 70.00 20,000 Adjust MH's W /Extension Rings ea 5 300.00 2,800 Abandon Existing Storm Sewer Granular Trench Backfill Is 1 5,000.00 1,500 5,000 Light base, Poles and Fixtures - Single cy 100 15.00 1,500 Traffic Signs ea 2 3,500,00 7,000 Sub -Total Is 1 3,000,00 3,000 255,300 Roadway Reconstruction /Relocation - Audobon Lane Unit Quantity Unit Price Extension Mobilization Is 1 2,500.00 2,500 Silt Fence If 250 5.00 1,300 Inlet Protection ea 4 300.00 1,200 Straw Bale Berms ea 10 . 50.00 500 Traffic Control Is 1 2,500.00 2,500 Unclassified Excavation cy 508 20.00 10,167 Undercut Excavation cy 127 22.00 2,796 Undercut Backfill t 254 11.00 2,796 Geotextile for Subgrade Stabilization sy 50 5.00 250 Crushed Aggregate Base Course t 1,017 12.00 12,200 Concrete Pavement sy 850 50.00 42,517 Truncated Domes ea 2 500.00 1,000 Concrete Curb and Gutter If 617 10.00 6,170 Concrete Sidewalk sf 1,917 4.50 8,627 6' DIA Storm Manhole ea 1 3,500.00 3,500 5' DIA Storm Manhole ea 2 3,000.00 6,000 4' DIA Storm Manhole ea 2 2,500.00 5,000 Precast Storm Inlet ea 4 850.00 3,400 StonnSceptor ea 1 60,000.00 60,000 36" RCP Storm Sewer If 18 150.00 2,700 30" RCP Storm Sewer If 95 120.00 11,400 24" RCP Storm Sewer If 57 100.00 5,700 18" RCP Storm Sewer If 138 80.00 11,000 15" RCP Storm Sewer If 67 75.00 5,000 Granular Trench Backfill cy 100 15.00 1,500 Light base, Poles and Fixtures - Single ea 1 3,500.00 3,500 Traffic Signs Is 1 3,000.00 3,000 Sub -Total 216,200 Roadway Reconstruction /Relocation - Elm Unit Mobilization Silt Fence Is Quantity 1 Unit Price Extension 2,500.00 2,500 If 2,120 5.00 Inlet Protection ea 4 300.00 10,600 Straw Bale Berms Traffic Control ea 10 50.00 1,200 500 Pavement Removal Is 1 2,500.00 2,500 Concrete Curb and Gutter Removal Concrete Sidewalk and Driveway Removal sy If 4,107 2,120 3.50 6.00 14,373 12,720 Unclassified Excavation Undercut Excavation Undercut Backfill sy Cy cy 516 3.50 167 20.00 42 22.00 1,804 3,333 917 Geotextile for Subgrade Stabilization 83 11.00 917 Crushed Aggregate Base Course sy 50 5.00 250 333 12.00 Concrete Pavement Truncated Domes sy 244 50.00 ea 2 500.00 4,000 12,222 Concrete Curb and Gutter If 200 10.00 Concrete Sidewalk Adjust MH's W /Extension Rings sf 1,000 4.50 1,000 2,000 4,500 Abandon Existing Storm Sewer Is 1 5,000.00 5,000 Traffic Signs Sub -Total Is 1 3,000,00 3,000 83,900 Page 3 of 5 Cost Estimate, Elements of the Upper Bee Branch Disaster Prevention Project Roadway Reconstruction /Relocation - 22nd Street Mobilization Unit Quantity Unit Price Extension Is 1 2,500.00 2,500 Silt Fence If 960 5.00 4800 Inlet Protection ea 4 300.00 1,200 Straw Bale Berms ea 10 50.00 500 Traffic Control Is 1 2,500.00 2,500 Pavement Removal sy 1,867 3.50 6,533 Concrete Curb and Gutter Removal If 960 6.00 5,760 Concrete Sidewalk and Driveway Removal Remove Trees sy 320 3.50 1,120 ea 4 1,000.00 4,000 Unclassified Excavation Cy 1,200 20.00 24,000 Undercut Excavation Undercut Backfill cy 300 22.00 6,600 600 11.00 6,600 Geotextile for Subgrade Stabilization Crushed Aggregate Base Course Concrete Pavement sy 50 5.00 250 2,100 12.00 25,200 sy 1,633 50.00 81,667 Brick Pavers sf 140 15.00 2,100 Truncated Domes ea 6 500.00 3,000 Concrete Curb and Gutter If 840 10.00 8,400 Concrete Sidewalk sf 4200 4.50 18,900 Storm Junction Structure - Bee Branch ea 1 25,000.00 25,000 6' DIA Storm Manhole ea 2 3,500.00 7,000 Precast Storm Inlet ea 20 850.00 17,000 10x6 Box Culvert Storm Sewer If 100 1,000.00 100,000 StormSceptor ea 1 60,000.00 60,000 36" RCP Storm Sewer If 100 150.00 15,000 24" RCP Storm Sewer If 100 100.00 10,000 15" RCP Storm Sewer If 100 75.00 7,500 12" RCP Storm Sewer 100 Adjust MH's W /Extension Rings Abandon Existing Storm Sewer Granular Trench Backfill ea 5 70.00 300.00 7,000 1,500 Is 2 5,000.00 10,000 Cy 200 15.00 3,000 Light base, Poles and Fixtures - Single Traffic Signs ea 1 3,500.00 3,500 Is 1 3,000.00 3,000 Sub -Total 475,100 Roadway Reconstruction /Relocation - 24th and Washington Street Mobilization Unit Quantity Unit Price Extension Is 1 2,500.00 2,500 Silt Fence If 1,075 5.00 5,400 Inlet Protection ea 10 300.00 3,000 Straw Bale Berms ea 10 50.00 500 Traffic Control Is 1 5,000.00 5,000 Pavement Removal sy 2,500 3.50 8,750 Concrete Curb and Gutter Removal If 1,075 6.00 6,450 Concrete Sidewalk and Driveway Removal Remove Trees sy 3,400 3.50 11,900 ea Unclassified Excavation Cy 8 1,100 1,000.00 20.00 8,000 22,000 Undercut Excavation Undercut Backfill Cy 275 22.00 6,050 550 11.00 6,050 Geotextile for Subgrade Stabilization Crushed Aggregate Base Course Asphaltic Concrete - Street Concrete Pavement sy 50 5.00 250 2,200 12.00 26,400 128 50.00 6,400 sy 1,000 50.00 50,000 Brick Pavers sf 1,440 15.00 21,600 Truncated Domes ea 14 500.00 7,000 Concrete Curb and Gutter If 1,050 10.00 10,500 Concrete Sidewalk sf 4,00D 4.50 18,000 6' DIA Storm Manhole ea 4 3,500.00 14,000 Precast Storm Inlet ea 13 850.00 11,100 StormSceptor ea 2 60,000,00 120,000 36" RCP Storm Sewer If 100 150.00 15,000 24" RCP Storm Sewer If 100 100.00 10,000 15" RCP Storm Sewer 10D 75.00 7,500 12" RCP Storm Sewer If 140 70.00 9,800 Adjust MH's W /Extension Rings Abandon Existing Storm Sewer Granular Trench Backfill ea 7 300.00 2,100 Is 10,000.00 10,000 Cy 300 15.00 4,500 Light base, Poles and Fixtures - Single 8" Cross Walk ea 4 3,500.00 14,000 If 300 5.00 1,500 4" Lane Line If 500 3.00 1,500 18" Stop/Yield Bar Traffic Signs If 60 5.00 300 Is 1 6,000.00 6,000 Sub -Total 453,100 Base Landscaping & Restoration (KSD Data) Silt Fence Unit Quantity Unit Price Extension If 4,750 5.00 23,800 Straw Bale Berms ea 50 50.00 2,500 Sub -grade Deep Tilling Topsoil sf 38,900 1.50 58,400 cy 8,167 15.00 122,500 Soil Amendment cy 3,155 40.00 126,200 Terrace Restoration - Bluegrass Seeding Terrace Restoration - Fescue Seeding Prairie Seeding Erosion Mat sy 3,900 2.50 9,800 sy 35,000 2,50 87,500 sy 2,693 2.50 6,700 sf 38,900 3.00 116,700 Sub -Total Subtotal 554,100 PROJECT ELEMENT #1 TOTAL 10,226,161 Page 4 of 5 Cost Estimate, Elements of the Upper Bee Branch Disaster Prevention Project PROJECT ELEMENT #2 - Railroad Bridge Railroad Bridge Unit Quantity Unit Price Cost Railroad Insurance Provisions Is 1 15,000.00 15,000 Railroad Flaggers day 40 1,600.00 64,000 Mobilization Is 1 600,000.00 600,000 Bridge - Phase 1 (Mainline, #19, Access Road) sf 3696 425.00 1,570,800 Bridge - Phase 2 ( #7, #8, #9) sf 2464 475.00 1,170,400 Bridge - Phase 3 (Yard Tracks, Access Road) sf 8008 425.00 3,403,400 Dewaterinq Is 1 200,000.00 200,000 Excavation cy 6000 30.00 180,000 Granular Backfill ton 500 20.00 10,000 Engineering Fabric sy 3400 3.50 11,900 Revetment Class E ton 5000 75.00 ' 375,000 Retaining Walls 9 400 750.00 300,000 Contractor Incentive Pay day 2 50,000.00 100,000 Rat Removal and Replacement Is 1 800,000.00 800,000 Temporary Shoring Is 1 100,000.00 100,000 Sub Total 8,900,500 PROJECT ELEMENT #1 TOTAL PROJECT ELEMENT #3 - Rhomberg Avenue Bridge $ 8,900,500 Rhomberg Avenue Bridge Unit Quantity Unit Price Cost Overhead Light Base, Pole and Fixtures - Single ea 4 3,500.00 14,000 Underdeck Lighting ea 4 1,500.00 6,000 LED Deck Lighting 9 120 50.00 6,000 Lighting Conduit w /Conductor If 200 12.00 2,400 Lighting Controls & Connections Is 1 2,500.00 2,500 Bridge Is 1 1,389,433.00 1,389,400 Sub Total 1,420,300 PROJECT ELEMENT #3 TOTAL PROJECT ELEMENT #4 - 22nd Street Bridge $ 1,420,300 22nd Street Bridge Unit Quantity Unit Price Cost Overhead Light Base, Pole and Fixtures - Single ea 4 3,500.00 14,000 Underdeck Lighting ea 4 1,500,00 6,000 LED Deck Lighting If 120 50.00 6,000 Lighting Conduitw /Conductor If 200 12.00 2,400 Lighting Controls & Connections Is 1 2,500.00 2,500 Bridge Is 1 1,447,937.00 1,447,900 Sub Total . 1,478,800 PROJECT ELEMENT #4 TOTAL TOTAL PROJECT COST $ 22,025,761 Page 5 of 5