Current Damage Assessment and Bridge Replacement
Bella Vista Property Owner’s Association
Bella Vista Flood Study Project No. 102594
Revision B 2/26/2018
Current Damage Assessment and Bridge Replacement
prepared for
Bella Vista Property Owner’s Association Bella Vista Flood Study Bella Vista, Arkansas
Project No. 102594
Revision B 2/26/2018
prepared by
Burns & McDonnell Engineering Company, Inc. Springdale, Arkansas
COPYRIGHT © 2018 BURNS & McDONNELL ENGINEERING COMPANY, INC.
Current Damage Assessment and Bridge Replacement Streambank Damage Assessment
Bella Vista Property Owner’s Association 1 Burns & McDonnell
INDEX AND CERTIFICATION
Bella Vista Property Owner’s Association Current Damage Assessment and Bridge Replacement
Project No. 102594
Report Index
Chapter
Number Chapter Title
Number
of Pages
1.0 Streambank Damage Assessment 2
2.0 Bridge Replacement 3
Appendix A Streambank Repair Cost 8
Appendix B Bridge Repair Cost 6
Appendix C Bridge Site Pictures 5
Attachment 1 Big R 1
Attachment 2 Contech 3
Attachment 3 Kingswood 18 Construction Cost 1
Current Damage Assessment and Bridge Replacement Streambank Damage Assessment
Bella Vista Property Owner’s Association 2 Burns & McDonnell
TABLE OF CONTENTS
EXECUTIVE SUMMARY Page No.
1.0 STREAMBANK DAMAGE ASSESSMENT ......................................................... 3
1.1 Task Description ......................................................................................................3
1.2 Cost Estimates ..........................................................................................................3
1.2.1 Summary of Streambank Repair Cost Estimate........................................4
2.0 BRIDGE REPLACEMENT ................................................................................... 5
2.1 Task Description ......................................................................................................5
2.2 Cost Estimates ..........................................................................................................5
2.2.1 Summary of Bridge Replacement Costs ...................................................7
APPENDIX A – STREAMBANK REPAIR COST
APPENDIX B – BRIDGE REPAIR COST
APPENDIX C – BRIDGE SITE PICTURES
ATTACHMENT 1 – BIG R
ATTACHMENT 2 – CONTECH
ATTACHMENT 3 – KINGSWOOD 18 CONSTRUCTION COSTS
.
Current Damage Assessment and Bridge Replacement Streambank Damage Assessment
Bella Vista Property Owner’s Association 3 Burns & McDonnell
1.0 STREAMBANK DAMAGE ASSESSMENT
1.1 Task Description
The Bella Vista Property Owners Association (POA) hired Burns & McDonnell to prepare a report with cost estimates to repair damage caused to the three golf courses by the recent flood events. The seven sites that were investigated and considered for repair are:
1. Site 1: Berksdale, East of Hwy. 71 Bridge
2. Site 2: Berksdale, Under Hwy. 71 Bridge
3. Site 3: Berksdale, West of Hwy. 71 Bridge
4. Site 4: Berksdale, East of the 18th Green
5. Site 5: Kingswood, Between the back tee of #18 and bridge from #17 green to the forward tee at #18
6. Site 6: Kingswood, West of the 4th Green
7. Site 7: Kingswood, Confluence with Lake Ann Tributary
These seven sites are shown on the maps to the right.
1.2 Cost Estimates
Burns and McDonnell performed a site visit at each location on October 9, 2017. During this visit, Burns & McDonnell staff met with a client representative. The client representative indicated that their preferred method of streambank protection is riprap due to its affordability and ease of construction Therefore, the estimates reflect riprap as the preferred alternative. An additional alternative is also included for the use of gabion baskets in locations where aesthetics is a concern. The cost estimates provided herein are based on previous streambank stabilization project information provided for use by the POA, Streambank and Shoreline Protection Manual, the Arkansas Department of Transportation (ArDOT) bid tabulations, and general knowledge and experience. The development of the cost estimates assumes that one site will be repaired at a time. Cost savings may be achieved if sites are repaired in groups. Additionally, the estimates do not include permitting costs for the Federal Emergency Management Agency (FEMA). FEMA approvals may not be necessary depending on the final approach taken to re-establish a stable streambank. The following page provides summary costs for the stabilization of each site. The detailed cost breakdown for each site is included in Appendix A.
Current Damage Assessment and Bridge Replacement Streambank Damage Assessment
Bella Vista Property Owner’s Association 4 Burns & McDonnell
1.2.1 Summary of Streambank Repair Cost Estimate
STREAMBANK REPAIR COST ESTIMATE
LOCATION
Site 1
Site 2
Site 3
Site 4
Site 5
Site 6
Site 7
ENGINEERING CONSTRUCTION TOTAL SITE COST
$43,200
$43,200
$52,000
$57,000
$43,200
$43,200
$33,540
$52,279
$139,274
$216,522
$267,786
$63,836
$43,200
$1,162,798
$64,560
$76,740
$95,479
$182,474
$268,522
$324,786
$107,036
$107,760
TOTAL STREAMBANK REPAIR COST
Current Damage Assessment and Bridge Replacement Bridge Replacement
Bella Vista Property Owner’s Association 5 Burns & McDonnell
2.0 BRIDGE REPLACEMENT
2.1 Task Description
Burns and McDonnell was also tasked with preparing cost estimates to replace five precast concrete beam bridges with steel arch truss bridges similar to the structure installed near Kingswood Hole #18. The five structures included in this analysis are listed and shown below. The approximate locations are shown in the figures below.
1. Berksdale Golf Course, Bridge Site 1 2. Berksdale Golf Course, Bridge Site 2 3. Berksdale Golf Course, Bridge Site 3 4. Berksdale Golf Course, Bridge Site 4 5. Kingswood Golf Course, Bridge Site 5
2.2 Cost Estimates
Burns and McDonnell performed a site visit at each location on October 9, 2017. At that time, bridges at Site 1 and Site 2 were both closed. Each of the five structures were multiple spans comprised of precast concrete beams supported on steel H-pile intermediate bents. Replacement structures are recommended to be single span weathering steel prefabricated arch truss bridges with concrete decks supported on steel H-pile concrete abutments with straight turnback wings. Each bridge should be designed to carry emergency vehicles and have a 12-foot minimum roadway width. The replacement structures should be designed to minimize maintenance requirements. Single span bridges will eliminate the build-up of drift debris against the bridge piers and weathering steel will avoid the need for regular painting. Using abutments with turnback wings will provide a high degree of bridge end protection during flood events.
Current Damage Assessment and Bridge Replacement Bridge Replacement
Bella Vista Property Owner’s Association 6 Burns & McDonnell
Cost estimates to remove and replace the above listed bridge structures are provided herein. These estimates are based on costs associated with previous bridge replacements by the POA, prefabricated truss manufactures cost estimate to fabricate and deliver the new truss, ArDOT bid tabs and general knowledge and experience. Similar to the stream bank stabilization estimates, these cost estimates assume that one bridge will be replaced at a time. Cost savings may be achieved if bridges are replaced in groups. Additionally, the estimates do not include permitting costs with state or federal agencies such as the U.S. Army Corps of Engineers or Federal Emergency Management Agency (FEMA). The Site 5 estimate is the only location that includes costs for a CLOMR/LOMR approval from FEMA. This is because a new alignment is likely, and that process would be required for the work to be done. The new alignment will eliminate the sharp curve in the trail on the west end to allow the passage of emergency vehicles. The CLOMR/LOMR permitting process can increase costs of up to $35,000 to remap the floodplain. Options for avoiding the need for a CLOMR/LOMR can be explored for the other locations during the design and planning for construction. These options could include showing a “no-rise” during the floodplain modeling or closing the existing bridge and placing the new bridge in the same location as the existing. Specific to Site 2, the team was asked to consider the removal and abandonment of this bridge. This cost is estimated to be roughly $45,000. A summary of the bridge replacement costs is provided on the following page, and the detailed cost breakdown can be found in Appendix B.
Kingswood 18
Constructed in 2010 for a cost of $206,000.
Current Damage Assessment and Bridge Replacement Bridge Replacement
Bella Vista Property Owner’s Association 7 Burns & McDonnell
2.2.1 Summary of Bridge Replacement Costs
BRIDGE REPLACEMENT ESTIMATE
BRIDGE
Bridge Site 1
Bridge Site 2
Bridge Site 3
Bridge Site 4
Bridge Site 5
$285,024
$242,472
$406,176
$406,176
$377,016
$425,664
$425,112
TOTAL BRIDGE REPLACMENT COST
ENGINEERING CONSTRUCTION TOTAL BRIDGE COST
$2,040,144
$140,640
$140,640
$140,640
$140,640
$182,640
$265,536
$265,536
$236,376
Client:
Project:
Made By: RWC Date: 10.23.2017
Checked By: Date:
SITE 1: BERKSDALE, EAST OF HWY. 71 BRIDGE
Average Height = 8 Ft.
Length = 135 Ft.
Side Slope = 2:1
ENGINEERING
ITEM COST
Survey $ 4,200
Environmental Permitting $ 7,000
Roadway Design $ 20,000
Bidding Phase Services $ 2,000
Construction Administration $ 10,000
SUBTOTAL $ 43,200
CONTINGENCY 0% 0
TOTAL ENGINEERING $ 43,200
CONSTRUCTION
UNIT
ITEM QUANTITY UNIT PRICE COST
Compacted Embankment 160 Cu. Yd. $13 $ 2,080
Unclassified Excavation 160 Cu. Yd. $11 $ 1,760
Mobilization 1 LS $4000 $ 4,000
Erosion Control 1 LS $1160 $ 1,160
Filter Blanket 336 Sq. Yd. $5 $ 1,680
Riprap - Majority greater than 90 lbs 157 Cu. Yd. $110 $ 17,270
SUBTOTAL $ 27,950
CONTINGENCY 20% 5,590
TOTAL CONSTRUCTION $ 33,540
TOTAL STREAMBANK REPAIR SITE COST $ 76,740
Gabions - Cost Increase if Used 120 Cu. Yd. $325 $ 20,050
Estimated protection cost does not include hydraulic permitting if a CLOMR/LOMR process is required.
If the local floodplain administrator requires a submittal it would increase cost up to $35,000.
Bella Vista POA
102594
Streambank Repair Cost Estimate
Page 1 of 8
Client:
Project:
Made By: RWC Date: 10.24.2017
Checked By: Date:
SITE 2: BERKSDALE, UNDER HWY. 71 BRIDGE
Average Height = 10 Ft.
Length = 175 Ft.
Side Slope = 2:1
ENGINEERING
ITEM COST
Survey $ 4,200
Environmental Permitting $ 7,000
Roadway Design $ 20,000
Bidding Phase Services $ 2,000
Construction Administration $ 10,000
SUBTOTAL $ 43,200
CONTINGENCY 0% 0
TOTAL ENGINEERING $ 43,200
CONSTRUCTION
UNIT
ITEM QUANTITY UNIT PRICE COST
Compacted Embankment 324 Cu. Yd. $13 $ 4,212
Unclassified Excavation 324 Cu. Yd. $11 $ 3,564
Mobilization 1 LS $4000 $ 4,000
Erosion Control 1 LS $2010 $ 2,010
Filter Blanket 522 Sq. Yd. $5 $ 2,610
Riprap - Majority greater than 90 lbs 247 Cu. Yd. $110 $ 27,170
SUBTOTAL $ 43,566
CONTINGENCY 20% 8,713
TOTAL CONSTRUCTION $ 52,279
TOTAL STREAMBANK REPAIR SITE COST $ 95,479
Gabions - Cost Increase if Used 195 Cu. Yd. $325 $ 33,595
Estimated protection cost does not include hydraulic permitting if a CLOMR/LOMR process is required.
If the local floodplain administrator requires a submittal it would increase cost up to $35,000.
Bella Vista POA
102594
Streambank Repair Cost Estimate
Page 2 of 8
Client:
Project:
Made By: RWC Date: 10.24.2017
Checked By: Date:
SITE 3: BERKSDALE, WEST OF HWY. 71 BRIDGE
Site is split into two sections by an existing riprap section of streambank.
East: Average Height = 15 Ft. West: Average Height = 8 Ft.
Length = 195 Ft. Length = 205 Ft.
Side Slope = 2:1 Side Slope = 2:1
ENGINEERING
ITEM COST
Survey $ 4,200
Environmental Permitting $ 7,000
Roadway Design $ 20,000
Bidding Phase Services $ 2,000
Construction Administration $ 10,000
SUBTOTAL $ 43,200
CONTINGENCY 0% 0
TOTAL ENGINEERING $ 43,200
CONSTRUCTION
UNIT
ITEM QUANTITY UNIT PRICE COST
Compacted Embankment 1085.5 Cu. Yd. $13 $ 14,112
Unclassified Excavation 1085.5 Cu. Yd. $11 $ 11,941
Mobilization 1 LS $4000 $ 4,000
Erosion Control 1 LS $5970 $ 5,970
Filter Blanket 1334 Sq. Yd. $5 $ 6,670
Riprap - Majority greater than 90 lbs 667 Cu. Yd. $110 $ 73,370
SUBTOTAL $ 116,062
CONTINGENCY 20% 23,212
TOTAL CONSTRUCTION $ 139,274
TOTAL STREAMBANK REPAIR SITE COST $ 182,474
Gabions - Cost Increase if Used 325 Cu. Yd. $325 $ 25,585
Estimated protection cost does not include hydraulic permitting if a CLOMR/LOMR process is required.
If the local floodplain administrator requires a submittal it would increase cost up to $35,000.
Bella Vista POA
102594
Streambank Repair Cost Estimate
Page 3 of 8
Client:
Project:
Made By: RWC Date: 10.24.2017
Checked By: Date:
SITE 4: BERKSDALE, EAST OF THE 18th
GREEN
Average Height = 14 Ft.
Length = 500 Ft.
Side Slope = 2:1
ENGINEERING
ITEM COST
Survey $ 6,000
Environmental Permitting $ 7,000
Roadway Design $ 27,000
Bidding Phase Services $ 2,000
Construction Administration $ 10,000
SUBTOTAL $ 52,000
CONTINGENCY 0% 0
TOTAL ENGINEERING $ 52,000
CONSTRUCTION
UNIT
ITEM QUANTITY UNIT PRICE COST
Compacted Embankment 1815 Cu. Yd. $13 $ 23,595
Unclassified Excavation 1815 Cu. Yd. $11 $ 19,965
Mobilization 1 LS $12500 $ 12,500
Erosion Control 1 LS $9600 $ 9,600
Filter Blanket 1989 Sq. Yd. $5 $ 9,945
Riprap - Majority greater than 90 lbs 953 Cu. Yd. $110 $ 104,830
SUBTOTAL $ 180,435
CONTINGENCY 20% 36,087
TOTAL CONSTRUCTION $ 216,522
TOTAL STREAMBANK REPAIR SITE COST $ 268,522
Gabions - Cost Increase if Used 778 Cu. Yd. $325 $ 138,075
Estimated protection cost does not include hydraulic permitting if a CLOMR/LOMR process is required.
If the local floodplain administrator requires a submittal it would increase cost up to $35,000.
Bella Vista POA
102594
Streambank Repair Cost Estimate
Page 4 of 8
Client:
Project:
Made By: RWC Date: 10.24.2017
Checked By: Date:
Average Height = 18 Ft.
Length = 450 Ft.
Side Slope = 2:1
ENGINEERING
ITEM COST
Survey $ 6,000
Environmental Permitting and ArDOT Permitting $ 9,000
Roadway Design $ 30,000
Bidding Phase Services $ 2,000
Construction Administration $ 10,000
SUBTOTAL $ 57,000
CONTINGENCY 0% 0
TOTAL ENGINEERING $ 57,000
CONSTRUCTION
UNIT
ITEM QUANTITY UNIT PRICE COST
Compacted Embankment 2700 Cu. Yd. $13 $ 35,100
Unclassified Excavation 2700 Cu. Yd. $11 $ 29,700
Mobilization 1 LS $15000 $ 15,000
Erosion Control 1 LS $13260 $ 13,260
Filter Blanket 2237 Sq. Yd. $5 $ 11,185
Riprap - Majority greater than 90 lbs 1081 Cu. Yd. $110 $ 118,910
SUBTOTAL $ 223,155
CONTINGENCY 20% 44,631
TOTAL CONSTRUCTION $ 267,786
TOTAL STREAMBANK REPAIR SITE COST $ 324,786
Gabions - Cost Increase if Used 900 Cu. Yd. $325 $ 162,405
Estimated protection cost does not include hydraulic permitting if a CLOMR/LOMR process is required.
If the local floodplain administrator requires a submittal it would increase cost up to $35,000.
Bella Vista POA
102594
Streambank Repair Cost Estimate
This site is located along ArDOT's right of way. If the streambank continues to erode it would be a hazard for motorists on Highway 71 prompting a response/repair from ArDOT.
SITE 5: KINGSWOOD, KINGSWOOD, BETWEEN THE BACK TEE OF #18 AND BRIDGE FROM #17 GREEN TO THE
FORWARD TEE AT #18
Page 5 of 8
Client:
Project:
Made By: RWC Date: 10.24.2017
Checked By: Date:
SITE 6: KINGSWOOD, WEST OF THE 4th
GREEN
Average Height = 10 Ft.
Length = 200 Ft.
Side Slope = 2:1
ENGINEERING
ITEM COST
Survey $ 4,200
Environmental Permitting $ 7,000
Roadway Design $ 20,000
Bidding Phase Services $ 2,000
Construction Administration $ 10,000
SUBTOTAL $ 43,200
CONTINGENCY 0% 0
TOTAL ENGINEERING $ 43,200
CONSTRUCTION
UNIT
ITEM QUANTITY UNIT PRICE COST
Compacted Embankment 370.5 Cu. Yd. $13 $ 4,817
Unclassified Excavation 370.5 Cu. Yd. $11 $ 4,076
Mobilization 1 LS $8000 $ 8,000
Erosion Control 1 LS $2300 $ 2,300
Filter Blanket 597 Sq. Yd. $5 $ 2,985
Riprap - Majority greater than 90 lbs 282 Cu. Yd. $110 $ 31,020
SUBTOTAL $ 53,197
CONTINGENCY 20% 10,639
TOTAL CONSTRUCTION $ 63,836
TOTAL STREAMBANK REPAIR SITE COST $ 107,036
Gabions - Cost Increase if Used 223 Cu. Yd. $325 $ 38,470
Estimated protection cost does not include hydraulic permitting if a CLOMR/LOMR process is required.
If the local floodplain administrator requires a submittal it would increase cost up to $35,000.
Bella Vista POA
102594
Streambank Repair Cost Estimate
Page 6 of 8
Client:
Project:
Made By: RWC Date: 10.24.2017
Checked By: Date:
SITE 7: KINGSWOOD, CONFLUENCE WITH LAKE ANN TRIBUTARY
Average Height = 8 Ft.
Length = 270 Ft.
Side Slope = 2:1
ENGINEERING
ITEM COST
Survey $ 4,200
Environmental Permitting $ 7,000
Roadway Design $ 20,000
Bidding Phase Services $ 2,000
Construction Administration $ 10,000
SUBTOTAL $ 43,200
CONTINGENCY 0% 0
TOTAL ENGINEERING $ 43,200
CONSTRUCTION
UNIT
ITEM QUANTITY UNIT PRICE COST
Compacted Embankment 320 Cu. Yd. $13 $ 4,160
Unclassified Excavation 320 Cu. Yd. $11 $ 3,520
Mobilization 1 LS $6000 $ 6,000
Erosion Control 1 LS $2330 $ 2,330
Filter Blanket 672 Sq. Yd. $5 $ 3,360
Riprap - Majority greater than 90 lbs 313 Cu. Yd. $110 $ 34,430
SUBTOTAL $ 53,800
CONTINGENCY 20% 10,760
TOTAL CONSTRUCTION $ 64,560
TOTAL STREAMBANK REPAIR SITE COST $ 107,760
Gabions - Cost Increase if Used 240 Cu. Yd. $325 $ 40,210
Estimated protection cost does not include hydraulic permitting if a CLOMR/LOMR process is required.
If the local floodplain administrator requires a submittal it would increase cost up to $35,000.
Bella Vista POA
102594
Streambank Repair Cost Estimate
Page 7 of 8
Client:
Project:
Made By: RWC Date: 10.24.2017
Checked By: Date:
STREAMBANK REPAIR COST ESTIMATE
LOCATION
Site 1: Berksdale, East of Hwy. 71 Bridge
Site 2: Berksdale, Under Hwy. 71 Bridge
Site 3: Berksdale, West of Hwy. 71 Bridge
Site 4: Berksdale, East of the 18th
Green
Site 6: Kingswood, West of the 4th
Green
TOTAL STREAMBANK REPAIR COST
$268,522
$1,162,798
$43,200 $64,560 $107,760
$63,836 $107,036
Site 7: Kingswood, Confluence with Lake Ann Tributary
ENGINEERING CONSTRUCTION TOTAL SITE COST
$43,200
$43,200
$43,200
$52,000
$43,200
$33,540
$52,279
$139,274
$216,522
$76,740
$95,479
$182,474
Bella Vista POA
102594
Streambank Repair Cost Estimate
Site 5: Kingswood, Kingswood, Between the back tee of #18 and bridge from #17 green to the forward tee at #18
$57,000 $267,786 $324,786
Page 8 of 8
Client:
Project:
Made By: TMR Date: 10.24.2017
Checked By: Date:
BRIDGE SITE 1
ENGINEERING
ITEM COST
Survey $ 4,200
Environmental Permitting $ 7,000
Geotechnical Investigations $ 5,000
Bridge Design $ 35,000
Roadway Design $ 35,000
Bidding Phase Services $ 6,000
Construction Administration $ 25,000
SUBTOTAL $ 117,200
CONTINGENCY 20% 23,440
TOTAL ENGINEERING $ 140,640
CONSTRUCTION
UNIT
ITEM QUANTITY UNIT PRICE COST
Removal of Existing Bridge 1269 sq. ft. $20 $ 25,380
Prefabricated Steel Truss (120' x 12.5') $ 100,900
Construction $ 95,000
SUBTOTAL $ 221,280
CONTINGENCY 20% 44,256
TOTAL CONSTRUCTION $ 265,536
TOTAL BRIDGE REPLACEMENT COST $ 406,176
Estimated replacements costs do not include hydraulic permitting if a CLOMR/LOMR process is required.
A CLOMR/LOMR can increase costs of up to $35,000.
Bella Vista POA
102594
Bridge Replacement Cost Estimate
Page 1 of 6
Client:
Project:
Made By: TMR Date: 10.24.2017
Checked By: Date:
BRIDGE SITE 2
ENGINEERING
ITEM COST
Survey $ 4,200
Environmental Permitting $ 7,000
Geotechnical Investigations $ 5,000
Bridge Design $ 35,000
Roadway Design $ 35,000
Bidding Phase Services $ 6,000
Construction Administration $ 25,000
SUBTOTAL $ 117,200
CONTINGENCY 20% 23,440
TOTAL ENGINEERING $ 140,640
CONSTRUCTION
UNIT
ITEM QUANTITY UNIT PRICE COST
Removal of Existing Bridge 1269 sq. ft. $20 $ 25,380
Prefabricated Steel Truss (120' x 12.5') $ 100,900
Construction $ 95,000
SUBTOTAL $ 221,280
CONTINGENCY 20% 44,256
TOTAL CONSTRUCTION $ 265,536
TOTAL BRIDGE REPLACEMENT COST $ 406,176
Estimated replacements costs do not include hydraulic permitting if a CLOMR/LOMR process is required.
A CLOMR/LOMR can increase costs of up to $35,000.
Bella Vista POA
102594
Bridge Replacement Cost Estimate
Page 2 of 6
Client:
Project:
Made By: TMR Date: 10.24.2017
Checked By: Date:
BRIDGE SITE 3
ENGINEERING
ITEM COST
Survey $ 4,200
Environmental Permitting $ 7,000
Geotechnical Investigations $ 5,000
Bridge Design $ 35,000
Roadway Design $ 35,000
Bidding Phase Services $ 6,000
Construction Administration $ 25,000
SUBTOTAL $ 117,200
CONTINGENCY 20% 23,440
TOTAL ENGINEERING $ 140,640
CONSTRUCTION
UNIT
ITEM QUANTITY UNIT PRICE COST
Removal of Existing Bridge 1054 sq. ft. $20 $ 21,080
Prefabricated Steel Truss (100' x 12.5') $ 80,900
Construction $ 95,000
SUBTOTAL $ 196,980
CONTINGENCY 20% 39,396
TOTAL CONSTRUCTION $ 236,376
TOTAL BRIDGE REPLACEMENT COST $ 377,016
Estimated replacements costs do not include hydraulic permitting if a CLOMR/LOMR process is required.
A CLOMR/LOMR can increase costs of up to $35,000.
Bella Vista POA
102594
Bridge Replacement Cost Estimate
Page 3 of 6
Client:
Project:
Made By: TMR Date: 10.24.2017
Checked By: Date:
BRIDGE SITE 4
ENGINEERING
ITEM COST
Survey $ 4,200
Environmental Permitting $ 7,000
Geotechnical Investigations $ 5,000
Bridge Design $ 35,000
Roadway Design $ 35,000
Bidding Phase Services $ 6,000
Construction Administration $ 25,000
SUBTOTAL $ 117,200
CONTINGENCY 20% 23,440
TOTAL ENGINEERING $ 140,640
CONSTRUCTION
UNIT
ITEM QUANTITY UNIT PRICE COST
Removal of Existing Bridge 2081 sq. ft. $20 $ 41,620
Prefabricated Steel Truss (120' x 12.5') $ 100,900
Construction $ 95,000
SUBTOTAL $ 237,520
CONTINGENCY 20% 47,504
TOTAL CONSTRUCTION $ 285,024
TOTAL BRIDGE REPLACEMENT COST $ 425,664
Estimated replacements costs do not include hydraulic permitting if a CLOMR/LOMR process is required.
A CLOMR/LOMR can increase costs of up to $35,000.
Bella Vista POA
102594
Bridge Replacement Cost Estimate
Page 4 of 6
Client:
Project:
Made By: TMR Date: 10.24.2017
Checked By: Date:
BRIDGE SITE 5
ENGINEERING
ITEM COST
Survey $ 4,200
Environmental Permitting $ 7,000
CLOMR/LOMR $ 35,000
Geotechnical Investigations $ 5,000
Bridge Design $ 35,000
Roadway Design $ 35,000
Bidding Phase Services $ 6,000
Construction Administration $ 25,000
SUBTOTAL $ 152,200
CONTINGENCY 20% 30,440
TOTAL ENGINEERING $ 182,640
CONSTRUCTION
UNIT
ITEM QUANTITY UNIT PRICE COST
Removal of Existing Bridge 1708 sq. ft. $20 $ 34,160
Prefabricated Steel Truss (120' x 12.5') $ 100,900
Construction $ 67,000
SUBTOTAL $ 202,060
CONTINGENCY 20% 40,412
TOTAL CONSTRUCTION $ 242,472
TOTAL BRIDGE REPLACEMENT COST $ 425,112
Bella Vista POA
102594
Bridge Replacement Cost Estimate
Page 5 of 6
Client:
Project:
Made By: TMR Date: 10.24.2017
Checked By: Date:
BRIDGE REPLACEMENT ESTIMATE
BRIDGE
Bridge Site 1
Bridge Site 2
Bridge Site 3
Bridge Site 4
Bridge Site 5
Bella Vista POA
102594
Bridge Replacement Cost Estimate
ENGINEERING
$140,640
CONSTRUCTION TOTAL BRIDGE COST
$140,640
$140,640
$182,640
$406,176
$425,664
$425,112
$265,536
$265,536
$285,024
$242,472
$406,176
$140,640 $236,376 $377,016
$2,040,144TOTAL BRIDGE REPLACEMENT COST
Page 6 of 6
Bridge: Bridge Site 1 Site Visit Date: 10/9/2017
Elevation Looking North Path Looking West
Elevation Looking North Typical Superstructure
Bridge: Bridge Site 2 Site Visit Date: 10/9/2017
Path Looking North Erosion Damage at North Span
Elevation Looking West
Bridge: Bridge Site 3 Site Visit Date: 10/9/2017
Path Looking West Elevation Looking North
Typical Superstructure
Bridge: Bridge Site 4 Site Visit Date: 10/9/2017
Path Looking North Elevation Looking East
Damaged Pier Due to Flooding
Typical Superstructure
Bridge: Bridge Site 5 Site Visit Date: 10/9/2017
Path Looking East Elevation Looking South
Typical Superstructure
Aaron Clauson | Sr. Business Development Manager: Phone (817) 788 9118, Email: [email protected] Page 1 of 1�
650 JUSTICE LANCEMANSFIELD, TEXAS76063Phone. 817 788 9118Toll Free. 800 234 0734www.bigrbridge.com
9/18/2017
________
1/15/2018
2017 02676
PROJECT: Bella Vista Golf Course # 17 02676
Item Description Quantity Unit Price Total Price
1 Prefabricated steel truss pedestrian bridge superstructure with featuresas described below:
Bridge Model: Ped Truss Parallel Chord H Section FBLength: AS NOTEDWidth: 12ftDesign Code: AASHTODesign Vehicle: HS20 44Live Load: 95 psfNumber of Pieces: 2 / bridge (field bolting by others)Finish: Weathering SP7 CleanBridge Decking: Concrete (shop installed deck forms)Railing Type: Horizontal Rails 4" Max OpeningRailing Height: 54 INCHESBearings: Bearing assemblies included.
Berksdale 4: 120’ span $117,900Berksdale 11: 100’ span $94,900Berksdale 12: 120’ span $117,900Berksdale 18: 120’ span $117,900Kingswood 8: 120’ span $117,900
Deck forms are shop installed ready to receive a field poured reinforced concrete deck byothers.
Estimated Design fee for foundations $7,500 per Span.
1 ea. Lump SumIncludes Freight
$566,500.00
To ensure quality standards are followed, Big R Bridge holds the following certifications:
In the United States we are certified under the AISC Quality Certification Program for Simple and Major Steel Bridges with Fracture Critical and SophisticatedPaint endorsements.In Canada we are certified under the Canadian Welding Bureau (CWB) as being qualified under CSA Standard W47.1, Division 2.
The following items are not included with this proposal:
third party inspection of bridge during fabrication,design, excavation and construction of bridge abutments,anchor bolt design, supply and installation,unloading and assembly of bridge at the project site,supply and placement of reinforced concrete deck (if applicable),site surveys, permitting or geotechnical evaluations,any federal, state, county or local sales tax.
Lead times for drawing submittals and final product delivery to be mutually agreed based on Customer requirements and Big R Bridge production capabilities atthe time of order.
Prices are FOB: Big R Greeley, CO with freight allowed to Bella Vista, AR. Delivery will be to a common stockpile accessible by standard highway tractor trailer,buyer to unload and assemble.
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