HomeMy WebLinkAbout20141051.tiff Federal Emergency Management Agency E-Grants Page 1 of 3
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PA-08-CO.4145-PW-00790(0) P
Applicant Name: Application Title:
WELD(COUNTY) WELCo24-Bridge Repair(CR 3-42A)
Period of Performance Start: Period of Performance End:
09-14-2013
03-14.2015
Bundle Reference#(Amendment#) Date Awarded
Subgrant Application -FEMA Form 90-91
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Note:The Effective Cost Share for this application is 75%
FEDERAL EMERGENCY MANAGEMENT AGENCY
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PROJECT WORKSHEET
DISASTER PROJECT NO. PA ID NO. DATE CATEGORY
FEMA 4145 (- 'DR -CO WELCO24 1223-99123- 03-18-2014 C
APPLICANT:WELD(COUNTY) WORK COMPLETE AS OF:
01-24-2014:70%
Site 1of1
DAMAGED FACILITY:
COUNTY: Weld
CR 3-42A Bridge
LOCATION: LATITUDE; LONGITUDE:
Current Version:
40.29199 -105.03674
County Road 3 at Little Thompson River
DAMAGE DESCRIPTION AND DIMENSIONS:
Current Version:
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During the incident period of September 11.2013 through September 30,2013,the declared severe storms caused flooding,landslides and
mudslides throughout Weld County in Colorado. The CR3 Bridge[Bridge#WEL003.0-42.0A]over the Little Thompson River sustained
damages from floodwaters eroding the embankments[southern embankment]and erosion of the southern bridge approach and the
supporting material behind south abutment along with excessive velocity causing scour and displacement of rip rap that was in place to
protect the abutments. There is no apparent damage to the bridge structure due to the event.
Total damages include aggregate and material 529CY,concrete 133CY,asphalt 42CY,and sediment deposits under bridge 500CY.
GPS:40.29199,-105.03674
Fioodmap#0802660725C dated 9128182[In floodplainj
The following damages occurred due to the declared event:
1. Eroded gravel material north of►he bridge east edge of north bound lane. Dimension;100LF x 8FT wide x 2FT deep/27=59CY
2. Eroded material behind south abutment. Dimension:15LF x 35FT wide x 1 OFT deep/27=194CY
3. Eroded material beyond southern end of wingwall[west sidej_ Dimension:WOLF x 15FT x 3.5FT/27=19CY
4. Eroded concrete approach slab. Dimension;2OLF x 35FT wide x 3.5FT deepl27=91CY
5. Eroded concrete deck approach. Dimension:35LF x 35FT wide x 0.5FT deep/27=23CY
6. Eroded asphalt approach. Dimension:105LF x 31 FT wide x 0.35FT deep/27=42CY
7. Eroded shoulder gravel material south of bridge east side of north bound lane. Dimension:105LF x 2FT wide x 0.5FT deep/27=4CY
8. Eroded embankment at east wingwall. Dimension:20FT x 12FT x 12FT/2/27=53CY
9. Eroded embankment at west wingwall, Dimension:2OFT x 12FT x 12F1/2127=53CY
10. Ditches along CR3 were silted in. Dimension:300LF
11. Eroded rip rap material at north abutment. Dimension: 5OLF x 15FT wide x 3FT deep/27=83CY
12. Eroded rip rap material at south abutment. Dimension: 50LE x 15FT wide x 3FT deep/27=83CY
13. Muck/sediment deposited under bridge that is restricting flow of river. Dimension: 75LF x SOFT wide x 3FT deep/27=500CY
Note: There was no apparent damage to the bridge structure.
SCOPE OF WORK:
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Federal Emergency Management Agency E-Grants Page 2 of 3
Current Version:
WORK COMPLETED: The Applicant used Force Account Labor,Equipment and Materials,along with Force Account assistance from the •
Douglas County Public Works Department[DCPW].which is south of Denver. The work was performed by DCPW on 9125-9127/13. There •
is a Mutual Aid Agreement[copy attached]between Weld County and Douglas County. The Scope of Work for this project is shown below
to repair the site to pre-disaster condition. The costs for Labor and Equipment could not be validated,therefore the costs shown for the
Work Completed are based on COOT Bid Tab Cost Data information from 2013 and these costs are used for estimating the Work to be
Completed as well.
Work Completed:
Note: Rounding errors may exist. The quantifies shown are rounded to the nearest whole number,however the cost is correctly calculated
using the unrounded number. Refer to the attached excel spreadsheet for all calculations and the numbers shown below.
1. Replaced gravel material north of bridge east edge:59CY x 1.827/CY x$33.701T[304-06000x2]=$3,634.61
2. Replaced material behind south abutment:194CY x 1.82T/CY x$33,70/T1304-06000x21=$11.926.06 •
2a. Replaced material behind south abutment where a construction access ramp was cut into the south-bound lane of CR 3 to complete
the repair:20LF x 15FT wide x 10FT deep/2 slope=55CY x 1.82T/CY x$33.70/T[304-06000x2]=$3,407.44
3. Poured concrete extension:l9CY x$150/CY[206-00065 adjusted to$150/CY due to small job]a$2,916,67
4. Replaced concrete approach slab:91CY x$150/CY[206-00085 shown above]=$13,611.11
5. Replaced concrete deck approach slab:23CY x$150/CY[206-00055 shown above]_$3.402.78
6. Replaced asphalt approach:42CY x 1.97T/CY x$81.70/T[403-33741]=$6,791.15
7. Replaced shoulder gravel material south of bridge east side:4CY x 1.82T/CY x$33.70/7[304-06000x2]=$238.52
8. Replaced rip rap on slope at east wingwall[HMP accomplished with good construction practice—replace eroded embankment material
with rip rap]:53CY x$83.17/CY=54,435.73
9. Replaced rip rap on slope at west wingwall[HMP accomplished with good construction practice—replace eroded embankment material
with rip rap]:53CY x$83.17/CY=$4,435.73
10. Cleaned ditches: 300LF x$3.40/LF=$1,020 •
Work Completed Total: $55,819.80
Work to be Completed:
11. Replace rip rap material north abutment:83CY x$83.17/CY 1506-00218]=56,930.83
12. Replace rip rap material south abutment 83CY x$83.17/CY[506-00218]=$6,930.83
13. Remove sediment under bridge:500CY x$19.58/CY[COOT 203-00100]_$9,790
Work to be Completed Total:$23,651.67 tf�1rL
PROJECT NOTES: , ,is dL •
1. During repair or reconstruction,applicant may incur '.,_,ur• costs related to clearing and grubbingtiplacement of topsoil,erosion and
sedimentation control,sanitary facilities mobilization and flagging/raffle control.Such costs are generally addressed in the'in-place"unit
costs of repair or reconstruction items,and not specifically addressed in the Scope of Work.However,if a project requires an extraordinary
use of any such items,to where a specific reference In the PW should be considered,applicant is advised to contract Colorado Department
of Emergency Management requesting a revision to the PW's Scope of Work.
2. The applicant must obtain all required federal,state,and local permits prior to the commencement of work.
3. The subgrantee is requesting direct administrative costs that are directly chargeable to this specific project. Associated eligible work is
related to administration of the PA project only and in accordance with 44 CFR 13.22. These costs are treated consistently and uniformly as
direct costs in all federal awards and other subgrantee activities and are not included in any approved indirect costs.
t 4. Project was reviewed for 406 Hazard Mitigation. As a least cost alternative,the Applicant chose to install broken concrete in lieu of
unclassified fill on the east and west side of the southern bridge abutment,therefore mitigation is achieved through good construction
practice.
5. The applicant is aware that all projects are subject to an insurance review as stated in 44 C.F.R.Sections 206.252 and 206.253.If
applicable,an insurance determination will be made either as anticipated proceeds or actual proceeds in accordance with the applicant's
insurance policy that may affect the total amount of the project.
6. The applicant is required to adhere to State and Federal Government Procurement rules and regulations and maintain adequate
records to support the basis for all purchasing of goods and materials and contracting services for projects approved under the Public
Assistance program,as stated in 44 CFR 13.36.The applicant has advised they have followed their normal procurement procedures.
Does the Scope of Work change the pre-disaster
conditions at the site? Yes No Special Considerations included? Yes No
Hazard Mitigation proposal included? Yes
Is there insurance coverage on this facility? Yes No
No
PROJECT COST
ITEM CODE NARRATIVE QUANTITY/UNIT UNIT PRICE COST
"•Version 0"'
Work Completed
1 9000 CEF Cost Estimate(See Attached 1/LS $55,819.00 $55,819.00
Spreadsheet)
Work To Be Completed
https://isource.fema.net/emmie/interna!integration?applicationId=356917 3/24/2014
Federal Emergency Management Agency E-Grants Page 3 of 3
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2 9000 CEF Cost Estimate(See Attached 1/LS $25,070.00 $25,070.00
Spreadsheet)
Other
3 9901 Direct AdtninistrativeCosts 1/LS $1,000.00 $ 1,000.00
(Subgrantee)
TOTAL COST $81,889.00
PREPARED BY Paul Hesse TITLE TAC Project Specialist SIGNATURE s:
APPLICANT REP.Roy Rudisill TITLE Director-OEM SIGNATURE p��',,� �"�/�
I �
https://isource.fema.net/ernmie/internalIntegration?applicationlit=356917 3/24/2014
Esther Gesick
From: Roy Rudisill
Sent: Tuesday, April 01, 2014 7:36 AM
To: Esther Gesick
Cc: Katie Wolff; Tommy Horton
Subject: FW: PW Worksheet for BOCC approval
Attachments: FEMA PW Summary 31March2014.xlsx
Esther, when you view the worksheet you will see the top four PWs in red, we have not received these from
FEMA. The bottom of the sheet has PW listed in bold,these have been signed and returned to FEMA.The
PW's we are approving are the remaining PWs. Hope this helps and please let me know if you have any
questions.
Roy
Director Roy Rudisill
Weld County Office of Emergency Management
1150 O St. Greeley Co. 80632
970-304-6540 Office
970-381-0417 Cell
A
r n
ielectronic transmission and any attached documents or other writings are intended only for
Confidentiality Notice:This g
the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise
protected from disclosure. If you have received this communication in error, please immediately notify sender by return
e-mail and destroy the communication.Any disclosure, copying, distribution or the taking of any action concerning the
contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited.
From: Katie Wolff[mailto:kwolfffObasetactical.com]
Sent: Monday, March 31, 2014 8:45 PM
To: Roy Rudisill
Cc: 'Tommy Horton'; Esther Gesick
Subject: RE: PW Worksheet for BOCC approval
Here you go.
Katie Wolff
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