HomeMy WebLinkAbout20141053.tiff PA-08-CO-4145-PW-00661(0) P
Applicant Name: Application Title:
WELD(COUNTY) WELCO16-Various Bridges-Part 1
Period of Performance Start: Period of Performance End:
09-14-2013
Bundle Reference#(Amendment#) Date Awarded
Subgrant Application - FEMA Form 90-91
Note: The Effective Cost Share for this application is 75%
FEDERAL EMERGENCY MANAGEMENT AGENCY
PROJECT WORKSHEET
DISASTER PROJECT NO. PA ID NO. DATE CATEGORY
WELCO16 123.99123- 12-05-2013 C
FEMA 4145 - DR -CO 00
APPLICANT:WELD(COUNTY) WORK COMPLETE AS OF:
11-13-2013:67%
Site 1 of 7
DAMAGED FACILITY:
COUNTY: Weld
BR 13-54A over Big Thompson River
LOCATION: LATITUDE: LONGITUDE:
40.3826 -104.945
Current Version:
Location 1
Bridge 13-54A over Big Thompson River,in Section 19,T5N,R68W.
Lat:N40.38280
Long: -W104.94500
DAMAGE DESCRIPTION AND DIMENSIONS:
Current Version:
During the incident period of September 11.2013 to September 30,2013,Weld County,Colorado received heavy rainfall and debris in the
creeks,streams and rivers which caused damage to numerous roads and bridges in Weld County. This project worksheet addresses
damages to CR 13 north roadway approaches and Bridge 13-54A over Big Thompson River.in Section 19,T5N,R68W.
On November 13,2013.Kathleen Ruvarac,FEMA TAC Bridge Specialist.David Ray,FEMA Hazard Mitigation Specialist,Gary Moore,
FEMA Environmental,Historical,Preservation Specialist,and Donald Dunker,Weld County Public Works Engineer,performed a site
investigation at this location to document damages. The road and bridge was open and repairs completed at the time of inspection.
Lai:N40.38280
Long: -W104.94500
Flooding of the Big Thompson River resulted in damages on CR 13 include washout of asphalt,roadway base and embankment material on
the north roadway approach.The double span concrete bridge, 125 It in length x 67 ft in width,traverses the Big Thompson River and
consists of a two(2)inch asphalt deck on a 7.5 inch concrete deck supported by twelve(12)—58 ft—4 inch long 5.5 ft wide x 18 inch deep
prestressed concrete box girders in each span,one(1)concrete pier with four(4)—3 ft diameter concrete columns and a 4 ft x4 ft x 10 inch
thick concrete cap and two(2)2 ft 8 inch thick concrete abutments. The bridge is flanked on both sides with a galvanized w-beam on steel
posts.
Embankment Material lost in north roadway approach travel lanes measuring 76 ft L x 40 ft W x 4.7 ft D=529.2 CY.
One asphalt patch on roadway measured 76 ft L x 40 ft W=3.040 SF x 0.575 ft D= 1,748 CF x 146 LB/CF x 1 ton/2000 LB= 127.6 tons
asphalt
Asphalt material behind the southeast section of guardrail and steel posts was raveled due to the flood water overtopping the roadway and
shoulder,exposing the previously embedded portion of the posts.The quantity of material to be placed on the shoulder is 92 ft L x 2 ft W x
0.33 ft D=2.2 CY=4.0 tons asphalt.
Canae,vt - o, CC : Pct,oflYY,Fi, 02O14/- /053
-,Z--koof ice- GIs c A ,6Oy5
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Ditch cleaning each side of the road to reshape ditches at the site is estimated to be 484 ft in length on the northeast shoulder and 501 ft in
length on the northwest shoulder adjacent to the travel lanes.and 50 ft in length on the southeast shoulder totaling 1,035 LF.
Turf Reinforcement Mat installed on the NE shoulder(downstream)was damaged during the flood and subsequent filling operations at the
site,estimated to be 110 ft L x 16 ft W=195.6 SY.Turf Reinforcement Mat installed on the SE shoulder(downstream)was damaged during
the flood and subsequent filling operations at the site,estimated to be 92 ft L x 20 ft W=204.4 SY,totaling 400 SY.
Rip Rap was washed away at the northeast wingwall of the north abutment is estimated to be 35 ft L x 3 ft W towards the channel x 1.5 ft D
=5.8 CY.Rip rap was washed away at the southwest wingwall of the south abutment and is estimated to be 35 ft in length x 3 ft W towards
the channel x 3 ft D=11.7 CY,totaling 17.5 CY.
Barbed wire fence with treated wooden posts was damaged on both the east(100 ft)and west side(100 ft)of the bridge,total 200 ft in
length.
A small amount of debris material was observed at the bridge site and is estimated to be 10 CY,approximately one truck load of material.
Recent bridge inspection report was provided by the applicant dated May 22,2012.The bridge was built in 2009 and had a sufficiency
rating of 90.7 in 2012.
2012 inspection notes of elements include:bridge deck pavement crack sealing,vertical hairline cracks on concrete curbs,light water stains
on prestressed girders,small spall on column 2D pier.One inch wide cracks in asphalt at approach ends. The deck condition is noted as
good condition(7)on a scale of 0 to 9. The superstructure and substructure were noted as very good condition(8).The channel banks
were observed to be protected or well vegetated(8). Maintenance items included bridge deck repair sealing cracks in asphalt surface.
The Applicant has provided pictures of the road and bridge facilities documenting damages. These photos are attached to this project
worksheet.
SCOPE OF WORK:
Current Version:
WORK COMPLETED
Location 1:
1—Fill void in roadway travel lanes,embankment and north approach—529.2 CY x 1.82(Conversion Factor CY ABC Class 6 Material to
Tons=963.1tons x$33.70/ton(COOT Item Number 304-06000 Aggregate Base Course Class 6 x 2 due to economies of scale as
compared with number of CDOT annual projects)=$32,456.47
2—Install asphalt on north roadway approach and southeast shoulder behind guardrail=131.6 tons x$81.70/ton(CDOT Item Number 403-
33741 Hot Bituminous Pavement(Grading S)(75)(PG 64-22)=$10,751.72
3—Ditch re-shaping on the NE,NW and SE shoulders=1,035 LF x$3.40/LF(FEMA Cost Code 3070 Ditch Cleaning and shaping)=
$3,519.00
4-install Turf Reinforcement Mat on NE and SE shoulders=400 SY X 10.00/SY(COOT Item Number 216-00301)=$4,000.00
5—Install Rip Rap north and south abutments,17.5 CY x$83.17/CY(Rip Rap 18 inch COOT Item Number 506-00218)=$1,455.48
6—Install 200 LF of barbed wire fence with treated wooden posts x 5.50/LF(CDOT Item Number 607-01055)=$1,100.00
7—Remove debris at site 10.0 CY x$5.00/CY estimate=$50.00
Total=$53,332.67 cost estimate prepared by project specialist using 2013 COOT Average Unit Prices
Site 2 of 7
DAMAGED FACILITY:
COUNTY: Weld
BR 23-8A over Big Dry Creek
LOCATION: LATITUDE LONGITUDE:
40.04414 -104.84853
Current Version:
Location 2 —Bridge 23-8A over Big Dry Creek
Lat:N40.04414
Long: -W104.84853
DAMAGE DESCRIPTION AND DIMENSIONS:
Current Version:
Location 2—Bridge 23-8A over Big Dry Creek
Lat:N40.04414
Long: -W104.84853
Flooding of the Big Dry Creek resulted in damages on CR 23 include washout of rip rap material on the channel side of the wingwalls and
abutments at Bridge WEL023.0-008.OA.
Rip Rap was washed away at the abutments is estimated to be 32+20 ft=52 ft L x 5 ft W towards the channel x 3 ft D x 2 abutments=57.8
CY
The 39.25 ft long x 32.0 ft wide steel structure traverses the Big Dry Creek in Weld County,CO. The bridge is a single(1)span bridge
consisting of a 10 inch asphalt overlay on corrugated steel deck.Seven(7)—W27x94 steel girders,seven(7)HP[H-Piles]10x57 steel piles
with HP 10x57 steel cap with 3 inch x 18 inch vertical steel sheet pile backwall at the abutments and(1)HP 10x57 Pile WI 3 inch x 18 inch
vertical steel sheet piling wing walls.The deck is flanked on both sides with a galvanized W rail beam bolted to steel posts.
Recent bridge inspection report was provided by the applicant dated May 21,2012.The bridge was built in 1982 and had a sufficiency
rating of 79.9 in 2012.
2012 inspection notes of elements include:bridge deck and approach railing inadequate,pavement crack sealing.install signage.debris in
channel. The deck condition is noted as fair(5)on a scale of 0 to 9. The superstructure is noted as satisfactory(6)and substructure is
noted as fair(5).The channel banks were observed to be slumping(6). Maintenance items included sealing cracks in deck overlay,railing
replacement,install object markers at all corners and remove debris from channel.
SCOPE OF WORK:
Current Version:
WORK TO BE COMPLETED
Location 2
1-Replace Rip Rap 57.8 CY x$83.17/CY(Rip Rap 18 inch CDOT Item Number 506-00218)=$4,807.23
Site 3 of 7
DAMAGED FACILITY.
COUNTY: Weld
BR 8-21A over Big Dry Creek
LOCATION: LATITUDE: LONGITUDE:
40.04356 -104.84942
Current Version:
Location 3-Bridge 8-21A over Big Dry Creek
Lat:N40.04356
Long: -W104.84942
DAMAGE DESCRIPTION AND DIMENSIONS:
Current Version:
Flooding of the Big Dry Creek resulted in damages on CR 8 include washout of rip rap material on the channel side of the wingwalls and
abutments at Bridge WEL008.0-021.0A.
Rip Rap was washed away at the abutments is estimated to be 32.5+16 ft=48.5 ft Lx 5 ft W towards the channel x 3 ft D x 2 abutments=
53.9 CY
The 39.0 ft long x 32.5 ft wide steel structure traverses the Big Dry Creek in Weld County,CO. The bridge is a single(1)span bridge
consisting of a 1 inch gravel over 4 inch asphalt overlay on corrugated steel deck,Ten(10)—W24x76 steel girders,HP 10x57 steel piles
with HP 10x57 steel cap with 3 inch x 18 inch vertical steel sheet pile backwall at the abutments and(1)HP 10x57 Pile w/3 inch x 18 inch
vertical steel sheet piling wing walls.The deck is flanked on both sides with a galvanized W rail beam bolted to steel posts.
Recent bridge inspection report was provided by the applicant dated May 21,2012.The bridge was built in 1983 and had a sufficiency
rating of 97 in 2012.
2012 inspection notes of elements include:bridge deck and approach railing inadequate,lapped bridge rail connection,damaged concrete
in abutment,dirt and gravel berms along both sides of deck,light rust on girders.The deck condition is noted as satisfactory(6)on a scale
of 0 to 9. The superstructure and substructure were noted as satisfactory(6).The channel banks were observed to be in need of minor
repairs(7). Maintenance items included railing replacement,install 4 bolts in lapped w beam rail connection,consider encasing abutments
in concrete,install object markers at all corners and remove gravel berms from deck.
SCOPE OF WORK:
Current Version:
Location 3
1 -Replace Rip Rap 53.9 CY x$83.17/CY(Rip Rap 18 inch COOT Item Number 506-00218)_$4,482.86
Site 4 of 7
DAMAGED FACILITY:
COUNTY: Weld
BR 23-6C over Big Dry Creek
LOCATION: LATITUDE: LONGITUDE:
40.04103 -104.8485
Current Version:
Location 4—Bridge 23-6C over Big Dry Creek
Lat:N40.04103
Long: -W104.84859
DAMAGE DESCRIPTION AND DIMENSIONS:
Current Version:
Flooding of the Big Dry Creek resulted in damages on CR 23include washout of rip rap material on the channel side of the wingwalls at
Bridge WEL023.0-6C.
Rip Rap was washed away in front of the wingwalls is estimated to be 40 ft Lx 6 ft W towards the channel x 3 ft D x 2 abutments=53.3 CY
use 55CY
The 39.25 ft long x 32.0 ft wide steel structure traverses the Big Dry Creek in Weld County,CO. The bridge is a single(1)span bridge
consisting of an 8 inch asphalt overlay on corrugated steel deck.Seven(7)—W27x102 steel girders,six(6)with 10 inch x 10.25 inch H piles
abutments with horizontal 10 inch steel h cap with vertical 3.25 ft x 18 inch steel sheet pile backwall and 1 ft—10 inch steel H pile and
horiztonal whaler with vertical steel sheet pile wing walls.The deck is flanked on both sides with a galvanized W rail beam bolted to steel
posts.
Recent bridge inspection report was provided by the applicant dated May 21.2012.The bridge was built in 1995 and had a sufficiency
rating of 91.2,Structurally Deficient,in 2012.
2012 inspection notes of elements include:bridge deck and approach railing inadequate,pavement crack sealing,light rust on bottom of
girders,w-beam steel posts,and steel sheet pile abutments.The deck condition is noted as poor(4)on a scale of 0 to 9. The
superstructure is noted as satisfactory(6)and substructure is noted as good(7).The channel banks were observed to be in need of minor
repairs(7). Maintenance items included sealing crack in deck overlay and railing replacement.
SCOPE OF WORK:
Current Version:
WORK TO BE COMPLETED:
Location 4
1-Replace Rip Rap 55CY x$83.17/CY(Rip Rap 18 inch CDOT Item Number 506-00218)_$4,574.35
Site 5 of 7
DAMAGED FACILITY:
COUNTY: Weld
BR 21-6A over Big Dry Creek
LOCATION: LATITUDE: LONGITUDE:
40.0372 -104.86711
Current Version:
Location 5-Bridge 21-6A over Big Dry Creek
Lat:N40.03720
Long: -W104.86711
DAMAGE DESCRIPTION AND DIMENSIONS:
Current Version:
Flooding of the Big Dry Creek resulted in damages on CR 21 include washout of rip rap material on the channel side of the abutments and
wingwalls at Bridge WEL021.0-006.0A. Loss of embankment material on the North east shoulder exposed 20 LF of 24 inch CMP estimated
tobe20ftLx 10ftWx4ftD=29.6CY.
Rip Rap was washed away in front of the abutments and wingwalls is estimated to be 32 fl+20 ft=52 ft L x 5 ft W towards the channel x 3
ft D x 2 abutments=57.8 CY
The 49.7 ft long x 32.1 ft wide concret/steel structure traverses the Big Dry Creek in Weld County,CO. The bridge is a single(1)span
bridge consisting of a 4 inch asphalt overlay on top of cast in place concrete topping slab on 2 inch tope flange of double tee girders,four
(4)30 inch deep double tee girders,six(6)ten inch H piles with concrete walls between with precast concrete cap abutment and concrete
wingwalls.The deck is flanked on both sides with a galvanized W rail beam bolted to steel posts.
Recent bridge inspection report was provided by the applicant dated May 21,2012.The bridge was built in 1970 and had a sufficiency
rating of 97.0 in 2012.
2012 inspection notes of elements include:bridge deck and approach railing inadequate,pavement crack sealing,light rust on bottom of
girders.The deck condition is noted as satisfactory(6)on a scale of 0 to 9. The superstructure and the substructure are noted as
satisfactory(6).The channel banks were observed to be protected or well vegetated. Maintenance items included sealing crack in deck
overlay,railing replacement,till holes in shoulders at southwest and northwest corners of deck,install object markers at all corners.
SCOPE OF WORK:
Current Version:
WORK TO BE COMPLETED:
Location 5
1-Fill embankment material lost on northeast shoulder-29.6 CY x 1.82(Conversion Factor CY ABC Class 6 Material to Tons=53.9 tons
x$33.70/ton(CDOT Item Number 304-06000 Aggregate Base Course Class 6 x 2 due to economies of scale as compared with number of
COOT annual projects)_$1.816.43
2-Replace Rip Rap 57.8/CY x$83 17/CY(Rip Rap 18 inch CDOT Item Number 506-00218)=$4,807.23
WORK TO BE COMPLETED TOTAL=$6,623.66
Site 6 of 7
DAMAGED FACILITY:
COUNTY: Weld
BR 4-15A over Big Dry Creek
LOCATION: LATITUDE: LONGITUDE:
40.01472 -104.91122
Current Version:
Location 6—Bridge 4-15A over Big Dry Creek
Lat:N40.01472
Long: -W104.91122
DAMAGE DESCRIPTION AND DIMENSIONS:
Current Version:
Flooding of the Big Dry Creek resulted in damages on CR 4 include washout of surface gravel on bridge deck at Bridge WEL004.0-015.0A.
1.Loss of surface gravel is estimated to be 30 ft L x 32 ft W x 0.33 ft D= 11.7 CY.
2.Rip rap and soil/seed cover washed away at each wingwalls/embankment estimated to be[10LF x 5FT wide x 3FT deep/27]x 4=
22.2CY use 23CY[rip rap]. Soil washed away estimated to be[10FT x 5FT wide x 4/12FT deep/27]x 4=2.47CY use 3CY
The 33.75 ft long x 32.0 ft wide steel structure traverses the Big Dry Creek in Weld County,CO. The bridge is a single(1)span bridge
consisting of a 1 inch gravel on 4 inch asphalt overlay on corrugated steel deck.twelve(12)—W21 x62 steel girders,10 inch x 8 inch H-cap
on six(6)10 inch piles with sheet pile backwall abutments and 10 inch H pile with wafer and sheet pile backwall wing walls.The deck is
flanked on both sides with a galvanized W rail beam bolted to steel posts.
Recent bridge inspection report was provided by the applicant dated May 21,2012.The bridge was built in 2003 and had a sufficiency
rating of 97 in 2012.
2012 inspection notes of elements include:bridge deck and approach railing inadequate,pavement crack sealing,light rust on bottom of
girders,heavy rust at water level of steel sheet pile abutments.The deck condition is noted as satisfactory(6)on a scale of 0 to 9. The
superstructure is noted as good(7)and substructure is noted satisfactory(7).The channel banks were observed to be slumping(6).
Maintenance items included railing replacement,remove gravel berms along both sides of the deck,and line southeast bank with wire
enclosed rock for 100 ft upstream of bridge.
SCOPE OF WORK:
Current Version:
WORK TO BE COMPLETED:
Location 6
1—Replace surface gravel lost on deck—11.7 CY x 1.82(Conversion Factor CY ABC Class 6 Material to Tons=21.3 tons x$33.70/ton
(COOT Item Number 304-06000 Aggregate Base Course Class 6 x 2 due to economies of scale as compared with number of CDOT annual
projects)=$717.81
2a. Install rip rap at wingwalls:23CY x$83.17/CY[Rip rap 18 inch CDOT Item Number 506-00218]=$1,912.91
2b.Install topsoil over rip rap. 3CY x$10.11/CY=$30.33 COOT 207-00205
2c.Install seeding. [10LF x 5FT]x 4=200SF/43560=0.009AC use 0.005AC x$545.81/AC=$2.73 COOT 212-00006[use$10.00]
2d.Install soil retention blanket. 200SF/9=22.2SY x$2.15/SY=$47.73 COOT 216-00042
WORK TO BE COMPLETED TOTAL=$2,718.78
Site 7 of 7
DAMAGED FACILITY:
COUNTY: Weld
BR 15-2A over Big Dry Creek
LOCATION: LATITUDE: LONGITUDE:
40.00872 -104.9239
Current Version:
Location 7—Bridge 15-2A over Big Dry Creek
Lat:N40.00872
Long: -W104.92390
DAMAGE DESCRIPTION AND DIMENSIONS:
Current Version:
Flooding of the Big Dry Creek resulted in damages on CR 15 include vegetative debris accumulating at Bridge WEL015.0-002.0A.
1.Vegetative debris is estimated to be 32+ 10+10=52 ft L x 35 ft W x 4 ft D=269.6 CY.
2.Rip rap washed away at the following wingwalls[Total 45CY]:
2a.Northwest:20LF x 10FT x 3FT deep/27=22.2CY use 23CY
2b.Northeast:20LF x 5FT x 3FT deep/27= 11.1CY use 11CY
2c.Southeast:20LF x SIT x 3FT deep/27= 11.1CY use 11CY
3.Soil/seed cover on Item 2(rip rap]washed away[20LF x 10FT]+(20LF x 5FT]+[20LF x 5FT]=400SF x 4/12FT deep/27=4.9CY use
5CY
The 36.53 ft long x 32.0 ft wide steel structure traverses the Big Dry Creek in Weld County,CO. The bridge is a single(1)span bridge
consisting of a 3 inch gravel on 4 inch asphalt overlay on corrugated steel deck,Eight(8)—W27x102 steel girders.12 inch H piles on six(6)
with 12 inch H piles with sheet pile backwail abutments and 2tow(2)12 inch H pile with waler and sheet pile backwall wing walls.The deck
is flanked on both sides with a galvanized W rail beam bolted to steel posts.
Recent bridge inspection report was provided by the applicant dated May 21,2012.The bridge was built in 2003 and had a sufficiency
rating of 97 in 2012.
2012 inspection notes of elements include:bridge deck and approach railing inadequate,pavement crack sealing,light rust on bottom of
girders,w-beam steel posts.and steel sheet pile abutments.The deck condition is noted as good(7)on a scale of 0 to 9. The
superstructure and substructure are noted as good(7).The channel banks were observed to be in need of minor repairs(7). Maintenance
items included sealing crack in deck overlay,railing replacement,install object markers on all corners,place wire enclosed gabions along
southwest bank to repair slumping and erosion.
Photos of the bridge facilities are included in the bridge inspection report attached to this project worksheet.
SCOPE OF WORK:
Current Version:
Location 7
WORK COMPLETED
1 -Debris removal at site-269.6 CY x$5.00/CY estimated cost=$1,348.00.The applicant indicated that the debris would be disposed of
at its landfill in Kennesburg,Colorado.Tree limbs,etc.would be disposed of at A-1 Organics Rattler Ridge, 12002 CR 59,Kennesburg,
CO. Solid Waste would be disposed of at Waste Management-Buffalo Ridge Landfill, 11655 CR 59, Keenesburg,CO.
WORK COMPLETED TOTAL=$1,348.00
WORK TO BE COMPLETED:
2. Install rip rap at NW,NE,and SE wingwalls:45CY x$83.17/CY[Rip rap 18 inch CDOT Item Number 506-00218]=$3,742.65
3a.Install topsoil over rip rap. 5CY x$10.11/CY=$50.55 CDOT 207-00205
3b.Install seeding. 400SF/43560=0.009AC use 0.01AC x$545.81/AC=$5.45 CDOT 212-00006(use$10.00]
3c.Install soil retention blanket. 400SF/9=44.4SY x S2.15/SY=$95 46 CDOT 216-00042
WORK TO BE COMPLETED TOTAL=$3.898.66
PROJECT NOTES:
1. During repair or reconstruction,applicant may incur additional costs related to clearing and grubbing,dewatenng,placement of topsoil.
erosion and sedimentation control.sanitary facilities mobilization and flagging/traffic 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 Applicant has completed a substantial percentage of the work but will not have cost data available within the fourteen day Pocket Guide
rule.Per Field Operations Pocket Guide.Section 7.Cost Estimates.Page 26.'If the applicant has not produced cost data within two weeks
of the site inspection,the Project Specialist will prepare the PW on the basis of an estimate for the work accomplished".Applicant and
FEMA personnel jointly conducted all inspections and agreed to use CDOT costs for in-place costs to derive estimates on this project
worksheet.Applicant understands that all actual support documentation,invoices,FA records,contract and proof of payment will be
required for final reconciliation and or closeout process.Attached is the CDOT average in-place cost for materials.
3. The Applicant will notify FEMA and the State of their intent to perform permanent work related to this site before any work commences
in the field.Failure to do so may jeopardize the sub-grant for permanent work related to the work in this sub-grant.
4. Pursuant to 44 CFR 13.42.Grantees and Subgrantees are required to retain records, including source documentation,to support
expenditures/costs incurred against the grant award,for 3 years from the date of submission to FEMA of the final Financial Status Report.
5. The applicant must obtain all required federal,state,and local permits prior to the commencement of work.
6. 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.
7. Payment for small projects is made at the time of project approval,based on validated documentation included in the PW,including
documents,site visit observations and/or photos. At the time that this PW was written,no documentation was available regarding DAC.
Since DAC can only be validated through documentation provided by the applicant,no allowance was included.
8. Project was reviewed for 406 Hazard Mitigation and a proposal is attached to this project worksheet.Applicant may offer other
opportunities for 406 HM following a review by their engineering consultants.
9. 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.
10. 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.
11.At the Applicant's request,WELCO16 and WELCO20 have been combined into this PW with Reference No.WELCO16. Locations 2-7
were formerly Sites 1-6 in WELCO20. WELCO20 was rewritten for$0.
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 9999 Site 1 Location 1 BR 13-54A over 1/LS $ 53,332.67 $ 53,332.67
Big Thompson River
2 9999 Site 7 Location 7 -BR 15-2A over 1/LS $ 1,348.00 $ 1,348.00
Big Dry Creek
Work To Be Completed
3 9999 Site 2 Location 2- BR 23-82 over 1/LS $4,807.23 $ 4,807.23
Big Dry Creek
4 9999 Site 3 Location 3 BR 8-21A over 1/LS $4,482.86 $4,482.86
Big Dry Creek
5 99gg Site 4 Location 4 BR 23-6C over 1/LS $ 4,574.35 $4,574.35
Big Dry Creek
6 9999 Site 5 Location 5 BR 21-6A over 1/LS $ 6,623.66 $6,623.66
Big Dry Creek
7 9999 Site 6 Location 6- BR 4-15A over 1/LS $2,718.78 $ 2,718.78
Big Dry Creek
8 9999 Site 7 Location 7 - BR 15-2A over 1/LS $3,898.66 $ 3,898.66
Big Dry Creek
Direct Subgrantee Admin Cost
9 9901 Direct Administrative Costs 1/LS $ 1,000.00 $ 1,000.00
(Subgrantee)
TOTAL COST $ 82,786.21
PREPARED BY KATHLEEN RtJVARAC TITLE TAC BRIDGE SPECIALIST SIGNATURE
i? ,/_)
APPLICANT REP Roy Rudisill TITLE Director-OEM SIGNATURE e " ,/
Esther Gesick
From: Roy Rudisill
Sent: Tuesday, April 22, 2014 9:23 AM
To: Esther Gesick
Subject: PWs
Attachments: Weld County PW Venous Bridges WELCO016 Signed.pdf; Weld County PW Various Bridges
WELCO021 Signed.pdf; Weld County PW Roads WELCO03 signed.pdf; Weld County PW
CR 34 Roads Bridge 34-17A Welco018 signed.pdf; FEMA PW Summary 21ApriI2014.xlsx
Esther, I've attached the PWs that are completed by FEMA and us. A few things to note; PW's 16 and 20 were
combined into PW 16, PW's 21,22,26 and 32 were combined into PW 21. We are still working on PW 4, 9 and
35 but should have them soon. I believe this covers your list.
Let me know if you need anything else.
Roy
Roy,
We are still needing copies of PW's for:
WELCO03, WELCO04, WELCO09, WELCO16, WELCO18, WELCO20, WELCO21, WELCO22, WELCO23, WELCO26,
WELCO32, AND WELCO35
Thanks!
Director Roy Rudisill
Weld County Office of Emergency Management
1150 O St. Greeley Co. 80632
970-304-6540 Office
970-381-0417 Cell
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1
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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
86
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•
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From: Katie Wolff[mailto:kwolff(abasetactical.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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