HomeMy WebLinkAbout2.0 2005 File1111111 11111 1111111 11 11111 1111111 11E11 11111 11111111
687058 11/28/2005 10:42A B1749 P140 M ALSDORF
1 of 5 R 0.00 D 0.00 GARFIELD COUNTY CO
ACKNOWLEDGMENT OF PARTIAL SATISFACTION
SUBDIVISION IMPROVEMENTS AGREEMENT
KNOW ALL MEN BY THESE PRESENT that:
WHEREAS, Roaring Fork Investments, LLC (hereinafter "Owner"), entered into a Subdivision
Improvements Agreement with the Board of County Commissioners of Garfield County, Colorado (hereinafter
"Board"), recorded in Book 1206 at Page 574 as Reception No. 569190 of the Garfield County records on
September 11, 2000; first amended and recorded in Book 1206 at Page 629 as Reception No. 569191 of the
Garfield County records on September 11, 2000; then a second amendment recorded in Book 1206 at Page 637
as Reception No. 569192of the Garfield County records on September 11, 2000; then a third amendment
recorded in Book 1217 at Page 266 as Reception No. 572131 of the Garfield County records on November 14,
2000, for the improvements of the Rose Ranch P.U.D. subdivision; and
WHEREAS, the obligations of the Owner have been partially satisfied, as verified in attached
statement from Ron Weidler, P. E., High Country Engineering, Inc. dated September 1, 2005, that the work
completed is consistent with improvements described in the Subdivision Improvements Agreement.
NOW THEREFORE, at the request of the Owner and in consideration of the premises and prior
agreements, the Board hereby acknowledges the satisfaction of the Subdivision Improvements Agreement
entered into by Owner and the Board for the release of security in the amount of $360,407.41 for work
completed consistent with improvements described in the Subdivision Improvements Agreement, and retaining
$135,274.15 for the improvements remaining.
STATE OF COLORADO )
)ss
COUNTY OF GARFIELD )
By:
Ch
The foregoing instrument was acknowledged before me this 21st day o November, 2005 .y John
Martin, as Chairman of the Board of County Commissioners of Garfield County, . , lorado.
WITNESS my hand and official seals`
My commission expires
Garfield County Clerk
1 uiiii 11111 1111111 a iuu iiiiiii iuui iii uui ilii 1111
687058 11/28/2005 10:42A B1749 P141 M ALSDORF
2 of 5 R 0.00 D 0.00 GARFIELD COUNTY CO
An Employcc-Owned Company
September 20, 2005
Revised November 17, 2005
Mark Bean, County Planner
Garfield County Building and Planning Department
108 8th Street, Suite 201
Glenwood Springs, CO 81601
Re: Ironbridge P.U.D. — Partial Release of Collateral Request Number Five (5)
HCE Project No. 2051019.00
Dear Mark:
On behalf of LB Rose Ranch, LLC, the Owner of Ironbridge P.U.D., and in accordance with
the terms of the Subdivision Improvements Agreement by and between the Board of County
Commissioners of Garfield County and the Owners, this letter serves as the fifth request for
partial collateral release
High Country Engineering, Inc. (HCE) has been on site as needed to observe the construction
on the project and certify that:
1. All costs for which the release is being requested have been incurred in connection
with the construction of the improvements;
2. All work performed and materials supplied are in accordance with the plans and
specifications;
3. All work has been performed in a workmanlike manner;
4. No funds are being requested for work not completed, or for materials not installed or
stored on site.
14 Inverness Drive East, Suite F-120
Englewood, Colorado 80112
telephone (303) 925-0544 - fax (303) 925-0547
1517 Blake Avenue, Suite 101
Glenwood Springs, CO 81601
telephone (970) 945-8676 — fax (970) 945-2555
Mark Bean
November 17, 2005
Page 2 of 2
1111111 11111 1111111 11 11111 1111111 111111111 1111111111111
687058 11/28/2005 10:42A B1749 P142 M ALSDORF
3 of 5 R 0.00 D 0.00 GARFIELD COUNTY CO
The associated request for release is shown in the following table.
Cost Estimate
Original Total
Previously
Released
5th Collateral
Release
Funds
Remaining
Phase 1
Public
Improvements
$7,021,526.24
$6,672,259.19
$213,992.90
$135,274.15
Phase 1
Landscaping
$279,518.61
$133,104.10
$146,414.51
$0.00
Cart Path
$891,726.00
$891,726.00
$0.00
$0.00
RFWSD
Payment
$370,596.00
$370,596.00
$0.00
$0.00
TOTAL
$8,563,366.85
$8,067,685.29
$360,407.41
$135,274.15
Please see the enclosed summaries of the costs being requested on the different areas of the
project. We are requesting the funds in the amount of $360407.41 be released and
considered complete. This leaves $135,274.15 to complete the remainder of the public
improvements. In this request we have also asked for all of the retainage for those items that
have been completed. Those items still incomplete still have the retainage applied.
Please contact me if you have any questions or need additional information.
Sincerely,
HIGH COUNTRY ENGINEERING, INC.
Com"/
Ron Weidler, P.E.
Division Manager
Cc: David Joseph — Ironbridge
Tim Thulson -- Balcomb & Green
1 11111 11111 1111111 11 11111 1111111 111111 111 11111 1111 1111
687058 11/28/2005 10:42A B1749 P143 M ALSDORF
4 of 5 R 0.00 D 0.00 GARFIELD COUNTY CO
July 6, 2000
HCE JOB NO: 97042.05
5th Release (September 16, 2005) ' k:lgprodata\file197t97042Icofateralt15.xis
UNIT QUANTITY QUANTITY QUANTITY AMOUNT AMOUNT
ITEM QUANTITY COST COST PREVIOUS CURRENT TO DATE CURRENT TO DATE
Mobilization i 1 1. 5 100,000.00 5100000 00 1 0
1.00 50.00;5100,000.00
Earthwork 11L,S. 300,000.00 i $300,000.00 1' 0 ........ 1.00.,..............................80.00'_...........,...$300000.00
Earthwork for util. above ditch ; .52173!CY 11.00: 5573, 903.00 52173; 0 52,173.00 ; $01..00 $573,903.00
Water Tank Base Prep. 1;1..5. 10,000.00: 510,000.00 l= 0 i ................_.... .............
...............00... 0
1.00 $0.00; $10,000.00
Re[a......Wall .Face.Area) i 6263; S.F. 32.00 $200,416.00 6263; 0 ' 6,263.00 ' $0.001 $200416.00
Rock Excavation.................
........_ISOOCYC.Y. ..................30:� 1....:.............__545,000:00 ....................,..._1500......__...................._�._;........_....._1,50000..:........_......._......._._$0:00 .....$45.000.00
SUBTOTAL; $1,229319.00 ; SUBTOTAL; 50.00; 51,229,319.00
3".Asphalt. E 18,739 iS.Y. ; 8.00: $149,912.00 18,739; 0 = 18,739.00 € $0.00? $149,912.00
3,7436.....-._..».........._.............._:........................,.............................._......._.........._.................._............._.......
6" lass 6 AHC 3,469 C.Y. 20.00: 569,380.00 3,469 ; 0 > 3,469.00 ! $0,001 169,380.00
1' Ribbon Curb ; 12,826 IL.F. 9.00 i $115,434.00 12,826 `
D : 12,826.00 ; $0.00; 5115,434.00
1.5' Median Curb 1,248 ; L.F. 1021500000
1 $13,728.00 1,248
..............................:................................................................................_................_._...._..........................._...............................D.i.„,..........x,248 00f.........._.....-
0.001
Check Dam Construction ; 1,444 L.F. 2.00 ; $2,868.00 1,444 ; 0 t 1,444.00 50,00'.---
Sod in roadside ditches i 1 137 ;S.Y. 0.50 _._........_._..._$2x88$8:00
......... ....._ ` ......... .$56850 0 ': 0 € 0.00 _..5.............
P........_......._. 5 E 34.067.00.............................._.O:...................._.._._....•».;.................................__«._......._...»........_50:;..................................._000
101 Concrete bike 0th 4 623 i S.Y. 29,00 ' 4 623 ; 4,623.00 : $ ]34,067.00: $ i34,t167.p0
Maintenance Raad 10 Water Tank 2,008 S.Y. 9.00: i. 518,072.00 0 i 2,008 i 2,008.00 ; $18,072.00: $18,072.00
28,102 S.F. = 4.00 $112,406.00 0
5' Concrete Sidewalk 0 0.00 1 $O.00y..................................$0.00
1
SUBTOTAL1 5616457.50 SUBTOTAL' 5152,139.001 5503,481.00
Earthwork li• L.S. 126,000.00 5126,000.00 1' 0 1 ' $0.00_ 1126,000.06
Rock Excavation 50 C.Y. 50.00 52,500.00 50 0 50 10.001 52,500.00
4".Asphalt__..._.................. 9352S.Y. 8,00 574,816.00 93521 0 9,352 6 50.001 $74,816.00
..............................
2" Asphalt........._. ,..._... 12032 S.Y. 6.00 $72,192.00 12032; 0 12,032 50 00 $72,192.00
....................................
12" Class 3 ABC 31501 C.Y. 20.00 563,000.00 31501 0 3,150 50.00 163,000.00
6" Class 6 ABC 1600=C -Y. 21.00 533,600.00 16001 0 1,600 50.00 133,600.00
Houlder wall I600hS.F, 20.00. $32,000,00 1600. 0 1,600 $0.00! $32,000,00
.
30" CMP 81L.F. 50.00 $4,050.00 81 0 81 $0.00! $4,050.00
30" Flared End 2°Each 600.00 51,200.00 2 0 2Y $0.00 51,200.00
24" CMP 205«1..F. 30.00 56,150.00 2050 0 245: 50.00; $6,150.00
24° Flared End OlEach 600.00`
" 54,800.00 8� 0 8 50.00; 54,800.00
Guardrail CDOT T 3 .
}pe 2658pL.F. 25.00 « $66,450.00 2658 0 2,658 50.00 566,450.00
RevegetatelLandscape I L.S. 5,000,00 $5,000.00 1; 0 ' 1 F 10.00) 55,000.00
Class 1 Ground Si 53,750.00) 53,750.00
.$n 15«Each 250.00 $3,754.00 0 15 15
SurveyinglConstruction Staking 11L.S. 8,000.00 $6,000.00 I 0 1 ! $0.00; 58,000.00
Testing L.S. 8,000.00 58,000.00 I;'
0 1 ° 50.00 $8,000.00
SUBTOTAL:5511,508.00 ; SUBTOTAL? 53,750.00 5511,508.00
Earthwork 1 ;1..S. 77,000,00 i $77,000-00 ] 0
....................................._._..........................................._._._..,........................_................,....»........,................._............_......_;.................._..........._.............................._._............_.;»................................._..._....»............._1:_00 ;............................._50.:06,......_............_$17,000:00
Rock Excavation 100 ;C.Y. € 55.00 ; 55,500.00 100: 0
...:.............__................_.._.._.._.._......._._....:._.................__.................,...................._.:1..................._........_$ 0:_......................._$5.500.00
4" Aspltalt(2;Li1t5),Class CX 5,300 iS.Y. ; 9.60 ; $50,880.00 5,300: 0 52310000:0000
,30000 = $0,00; 550,880.00
1.5" Asphalt Overlay, Class CX 19,4001S.Y. 4.10; $79,540.00 19,400; 0 19,400.00 s ..............................00
$0.00.............,..
................................._.....................__.;..........1............................._...........,-.._._...,...................... 0.......$79.540.00
12" Class 1 ABC 1 750 C.Y.;C20.00:;-............................................_........_.._............L........,.................................;..._._...._........_....................
..............._......._.................._...._..................................................................»................._.:..............:..........................................:.....................$35.000:00............._......._1,878500................................_fl..................��750:00..t._.........................._$0:00; $35,000.00
6" Class 6 ABC....._..............................._...
......................................................................_........_.. 860 C.Y. ! 21.00 i 518,480.00 ; 0 880.06 ' $0.00[ $18 480,00
Ruining. Wall....._._............ 3 600 ;5.F. 8.04 $26.600.06 3,600
0 3,600.00 III
SO.DOi
......................... _....... _........................_.............................,........ _.... _............._........................................_..-....................................... ,..................... 528,800.00
Median Curb dt Gutter 100 L.F.;11.00: 51,100.00 100 i
................................................................_...._...................................................._...._.._.».,...........................__....._...................;............_..._..............................._.............._.....»........:........._._................. 0,....................._100:_............................._50:;.................._....51,100.00
t.
24" CMP ; 263 L F 32.00 i $8,416.00 263 ' 0
..................................................._.. 263 00 $
.........................._.................>-................_...............................................................;..,............_...._....................»................_..:......................................... Oc.._....................58,416:00
24" Flared End 3 :Each 400.00 's $1,200.00 3 :' 0
.._...............»..................._....................».»............._....,........_..._....»................:......._........._.....3;...'..............................50 00'._.....................$1,200:00
8' Concrete Box Culvert i 440 ?L F. 350.00 ; $154 000.00 440 ': 0
.........._.............._............................................_...................................,..................................:..._...................»......... 440 00 $
Relocate Inlets t...._.........._.........:........:..............._.__.........50.00:......_...._....5154,000;00
2 :Each 1,000.00 ; 52,000.00 2 `:, 0 ; 2.00 i 50.60; 52,000.00
Traffic Signals._....._ ................_. 1 i L.S.
;Traffic Loops ................... 1 ;L.S.
PavementStriping ..............._.._...................................._._......;................... 1 I.L.S.
Guardrail Type 3
..............._..,.......Y.P......._........_................................._............_....._......1............._1,800 :1..F.
GuardiaType ,.4......._................................................................... 1,150 ; L F.
.. ...............
Class I Ground Si 1.m 4 =Each ..............................................._..................
Traffic Control 1..._......._..
1 iL.S.
Raise Utilities [ 1 ;1..S,
Revege tate/Landscapc......................................................;. I :L.S,
..
SurveyinglConstruction Staking 1_�L.S.
SoiIs Testin ..................__I_........
100,000.00 5100,000.00 ....1« 0 1.00: 10.00; 5100,000.00
▪ ...........
13,000.00 $13,000.00 1 0 1.00 1 $0.00; $13,000.00
10,000.00 i 510,000.00 1 i 0 1,00: $0.00: $10000.00
...............22:04..:.,..................$39,600.00 1,800 ; 0 ; 1,800.00: $0.00; $3,00.00
50.00 i 557,500.00 1,150 1 0 ; 1,150.40 ; $0.00:
..........................................__....._..»....................................................,......._.............._,...........,.........................._._...._.......,.................._._...,_.._..;....._............. _$57.500:00
250.00: 51,000.00 4 ; 0 4.00: $0.00: $1,000.00
35,000.00 ; 535,000.00 1 ; 0 1.00 i 5
0.00; ▪ 535,000.00
i i
10,000.00 .................:510,006.00........1....._.......................... D...i 1.00 ; $0.00: $10,000.00
5,000.00 ;........_................._....._................................_............................................._..........
...................._......,......................_55,000.:��............_................»0... 1 1,00 ; $5,000.00; $5.000.00
7,000.00 1 ............_..._$7,000.00 L i 0 1 1.00 > $0.00: $7,000.00
5,000.00: 55,000.00 ......... ......................_1 i 0 ; 1.00 i $0.001 $5,000.00
SUBTOTAL: 5745,016.00 SUBTOTAL) 55,00000':. $745,01600
•
1 uiiii 11111 1111111 ii iiui 1111111 111111 111 11111 1111 ini
687058 11/28/2005 10:42A B1749 P144 M RLSDORF
5 of 5 R 0.00 D 0.00 GARFIELD COUNTY CO
July 6, 2000
5th Release (September 16, 2005)
ITEM
18" ADS N-12
24" ADS N -l2
30" ADS N-12
5555 _................................................._...,................................. _ _5555
36" ADS N-12
..... 5555
42" ADS N-12
- _........................................................... _5555.
48" ADS N-12
24" C.M.P.
5555..,
10'x10' Concrete Box Culvert
18" CMP Flared End
24" CMP Flared End
30" CMP Flared End
Wing Walls for Concrete Culverts
Baffled Oil Skimmer
• UANTITY
UNIT
COST
QUANTITY QUANTITY QUANTITY
COST PREVIOUS CURRENT TO DATE CURRENT
HCE JOB NO: 97042.05
^ ItAnprodatalf i le1971970421co llaterat#5.xl s
AMOUNT
.....................132L:F:..._..........................27:00 $3,564.00 1321 .........._0
4241L.F. ': 30.00 812,720.00 4241 0
1421L.F. 50.00 57,100.00 1421 0
65 L.F. 70.00 $4,550.00 65 0
I743iL.F. ': 90.00 E,.....,.,.,_,_.5156,870.00 17431 0
................3341 `: Fr...._i..............,..........110.00 1 ...............1 0
5 555 ................................
1
6O1L.F. i 32.00 >...................5.1,920.00................................60 ........._..__.........»...0.
124!L -F . i 72.00 1 88,928.00 124! 0
5555-85 L.F:.... � .......1,050_00:._.............._.589,250.00................._. 851 0
4;Each i 200.00 ; 5800.00 4 0
5 ......_ ................
101Each 250.00 ; $2,500.00 10 0
4lEach i ,650:00.` 52,600.00 41 0
41Each 1000.00 ; $4,000.00 4; 0
...........................a..............1_..._................................... ,..........................»5555._,
......................._4 .Each 1... 2500.00 i 510000.00 01 0
•SUBTOTAL: $341,542.00
!j rice includes trenching and fittings ............................... !
and restraints where needed :
15" DIP Waterline i 6,5 9 iL.F. 54.06 $353,106.00 6,539 € 0 6,539.00' 8000 $353,106.00
10" DIP Waterline i 2,023 :L.F. 41.05 i $83,044.15 2,023 ? 0 2,023.00 = $0.00; $83,444.15
8" DIP Waterline 9,794 1L. F. 31.33 $306,846.02 9,794 4f.
6" DIP Waterline 1 418 L.F. 20.00 1 528,360.00 1,418 i r
_......................._............_....,..._.........._._.................................._._._,_.........5555_.>_......»:...............
$000;
$306,846 02
0 1,418.00 1
50.00': $28,360.00
12" Gate Valve 10 >Each 975.00 $9,750.00 10 ' r
10" Gate Valve = 8 !Each 850.00. 59,750.00
......................;..............................:..............
8" Gale Valve24 :Each 675.00 '- 816,200.00
+......_ .................._._0
0 .».........._........_._8.00.r........_...._.»..,......._$0.00¢...._._.._._.......16,800.00
'.........__.__
56,800.0024
8
1" Water Service 82 ;Each 1,000.00 i 582,000.00 82 1 0
24.00 $0.00`:
az oo 50.001 582,000.00
.00
PRV Vault i 2 'EachI.
16,500.00 i 533,000.00 2
; ......................._..._Q ..............._.__.... z �0........._...._.............._50:W..................... $33,000 :00
Fire,,HxdrantAssemblx.................. i 10 'Each 2,500.00 $25 000.00 10 : 0 10 00 00
r....................._..............._.........._.»...................._........_............._.............:......__............................._ 3D.DD .........._.........$25,000:..0
Air Vac 2 :Each 3,000.00 $b 000 00 2 ' 0
...................:................_......................_............................................................................ 5555. ` r 2.00 i $0.00' $6,000.00
........_..............._.............................._._..................................._._.......,............._._._...._.._.........._....»..»..................._...........__._................................_._._._...............
6"PVC Drain from Tank 880 iL F. 20.00 $17,600.00 880 0 880.00 '; $0.00; 517,600.00
PumaHousc........_...._....................... ..........._................................1_.•Fach...,................_ 9 999.OD..�...._..............$!0000.00...........................»........,-..................._.............................._............._.,...............................................,........._.._...._..._.,........_..
-•••• - i : D l 00 ` $000 ` 510,000.00
..................................................._._.............:..........._._......_......_._.......:.._.».».»...............:..........._........................................,........._......................._....»...................._.a....._..........._._...............0......1.....................................
Pump
House enances .......f.........,..•_.._...-..-1 1`555 20,000.00 i $20,000.00 1 ' 0 1.00 i $0.00: $20,000.00
E! ........................................................ r..............................._._......................................................._......_.......................».........................................._........»............................._.................................50.........._.............._......»............._...
Water Tank .(300k gal) Concrete . 1 ' L.S. 450 000.00 , $450,000.00 1 p
....._._....................:...................._......_._...r.._............_.-............................._...._............_._._._.....»......................................_...................................a.00..r........_...._......,......_50.001.................. 3450,000 :00
Water Tank Appurtenances i 1 L.S. 17,000,00 517,000.00 1 ; 0 1 00 $0
Water Treatment Building i 1 1`555 t 160,000:00 $160,000.00 1
......................................t..............1..........._... 5555.. 555_5. 0 1.00: $0.001 $160,000.00
Water Treatment Appurtenances i I iL.S. d 230,000.00: $230006.00 . € 0 `
5555.. ........................................................._.....,._.............._........................._._..._._........._................_........_
._......... _r
Water Treatment s ,
Pump ........._...I...1Ls:...._;......._.........80,000:00_;.............._....$80,000:00,,..........................._..I..i.............. --0.
................_._..»........................_......................._..........................._..;....._.... 5555.
Connection to Exist Aspen Glen 1 .L.S. 4,000.00 $4,000.00 I i """
1.•.00..; DD
:..._........_..........»...,............_.........................._......».....,......................................................................_._.....;..............».._........_0.:._.._.............._._I.00 $0:00•
$Bo,00D:oo
,000:ao
Settling Pond Intake Structure......__.... 2iE.A. 2,000.00 $4,000.00 21 .....: $0.00! $4,000,00
•i.5555._.
; SUBTOTAL' 51,942,706.17 - AI,i
$0.00!
$1 942,706.17
8" SDR 35 Sewer Pipe ....................»,.,,»... 5421 L.F.
32.00 5173,47200 5421 0 5 421 00
._......»......_......._._._._._._._......_....... 5555.._. ........_............_......._ 50.001_.$173.472.00
4' din. Manhole 1
...._._.._._..».„..._ ..............._._..............._. 23 Each....i.................. 4s000.00 592,000.00 ...............231............................0 ; 23.00 s $0.00= $92,000.00
Sewer Services 821Each 600.00 € $49,200.00 821
<................_............_0......»......_....._82.00F.._......._......»........_30.00}... 549.200:00
4" PE Sani Sewer Force Main $ 118,776.00 9898: 0 i 9,898.00 :
..............._........................... 9898: L.F. 12.00 ': 5555.
................_.._.........._._..._.».................__._................._....._..........................._....................-.....................................................».....;........_._...._._._..._..._..:..........................._........:.................»5555......_$0:001......_.._......31. 18,776:00
Force Main Manhole 24Fach 5,000.00 i $120,000.00 241 0 24.00 i $0.00' $120,000.00
...........................lifl...................._._._._........................_..................._................._...........a.......,..._._......»................._._..............._5_555.».............0......._................_..........._..........._...._..................,»............................_....._«._.......-..._......_...._............i.........»................................_.
Below Eifl station 0 ; 2.00 $0.00; $130,000.00
......._._...ade......._._..._........................»._...................._........_.................._... 2 Each i 65,000.00 i $130,000.00 2
Concrete Encasement 481 L.F. 30.00: 514,430.00 481: 0: 481.001 $0.00: $14,430.00
SUBTOTAL $697 878.00 ......... •...».»......._.........
k '; �...... ss SUBTOTAL: 50.001 $697,878.00
AMOUNT
TO DATE
...._.....132:00 .............................. _
50.001_ . $3, 564.00
51.23....40000
424.00 i 50.001 $12,720,00
142.00 50.00' $7,!00.00
65.00 i 50.00• $4,550.00
_.._.......................,.........._..............»._.........,.........._......._._..._...._....»5555
743.00 i 50.00: .5156,870.00
,.... 3..._....+...._.._5555_._.,........................._..._........................_......»...
334.001 $0.001: $36,740.00
..._......60:OO..i...._._..»................. $0:s-._...................$ 1,920.00
... 5555.
........__124.00..e...».» .................._. $11.001 58,928.00
85.00 ; $0.00` 589,250.00
4.00: $0.00; $800.00
10.00 1 ..................._50 ....._......._........ $2,500 ,00
................4...._._:5555 .. . .
4.001 50.001 $2,600.00
4.00 '; 50.00; 54,000.00
0.00 i $0.001 50.00
SUBTOTAL! $0.001 5331,542.00
Electric UtilityConduit & Wire $173,000.00
......_...._................_........................................................................._i 8650iL.F....: 20.00:
Electric Vault/Manhole a-......_............_.6000..._5.........................._,_...
...._._...._................._.».................................... ................._.. 26 AEach i 600.00 i 515,600.00
Tel hone/ Cable Utili Cond&Wire ........
............_5555..
............._.............................:.........................._.............................i................._86501L:F:..1 1.00 t..........._._._.._$8a650A0
Gas Utility :' 86501L.F. ` 3.50. ; $30,275.00
SUBTOTAL: 5227,525.00
Revegetate/Lan dscape
Class!Ground. Sign
Sediment control fence
.................................................................
Erosion and Sediment Control
•
•
1;L.S. 50,000.00 550,000.00
7lEach 1 200.00 $1,400.00
14854 L.F. 1.00 514 854.00
' L.S. ......_.......5,000.0D�....................._$ 5.000 :00.
SUBTOTAL' $71,254.00
SUB TOTAL $6,383,205.67
10%Contingency. _ $638,320.57
TOTAL 57,021,526.24
8650i 0 1 8,650.00 1 50.00;
261 0 1 26.00: 50.00; 515,600.00
86501 0 i 8,650.00 i .50.001 58,650.00
8650;0 8 650.00 ' $0.00: $30,275.00
I......................... 5555
.............._......._..................._....._._...._........_._..._5555».................._...... _...
SUBTOTAL: 5400: 5227,525.00
.. ............ .......1...;....._..... 550 .0
4i 1 1.00 550,000.001 550,000.00
01 ..._7i....._... 7.00: 51,400.001 51,400.00
148541 0 14,854.00 i $0.001814,854.00
.li 0......_..... 1.00 i 30:00; 55,000.00
5173,000.00
SUBTOTAL: 551,400.00: 571,254.00
..............._._..............._..................._................:.._........_5212.289 00 �.........»...S6,260,229:17
521 22890
., .55.55_, $626,022:42
1 5233,517.90 i 56,886,252.09