HomeMy WebLinkAbout2006-408 Ashley Lakes North
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MODIFICATION TO a U7] ,� 7 L�
CONTRACT FOR CONSTRUCTION OF REQUIRED IMPROVEMENTS
NO . SD-04-10 -48-CFC (2004020225-48531 )
THIS MODIFICATION , made and entered into this 5th day of
DQGQMbor. , 2006 , by and between Ashley Lakes North , LLC , a Florida
limited liability company, hereinafter referred to as " Developer" , and INDIAN
RIVER COUNTY, a political subdivision of the State of Florida , by and through its
Board of County Commissioners , hereinafter referred to as "County" .
WITNESSETH :
WHEREAS , Developer entered into a Contract for Construction of
Required Improvements No . SD-04- 10-48-CFC (2004020225-48531 )
guaranteeing the completion of certain required improvements on or before
September 13 , 2006 ; and
WHEREAS , those certain required improvements are not completed ; and
WHEREAS , the Indian River County Code Section 913 . 10 ( 1 ) (6 ) allows up
to one year from date of final approval for the required improvements to be
completed ; and
WHEREAS , the Indian River County Code Section 913 . 10( 1 )(E ) states
that for good cause shown , the Board of County Commissioners may in its
discretion grant one or more extensions of time for performance of any contract
for required improvements , provided the surety supporting such contract remains
valid for the required 90-day period following the newly extended time for
performance ; and
WHEREAS , the final plat for Ashley Lakes North was approved by the
Board of County Commissioners of Indian River County on September 13 , 2005 ;
and
WHEREAS , Developer wishes to extend the date in which to complete
those required improvements until September 13 , 2007 and has provided an
updated certified cost estimate attached as Exhibit "A" ; and
WHEREAS , it is staffs recommendation to extend the date in which to
complete those required improvements to September 13 , 2007 with the letter of
credit supporting such contract extension to be extended to December 13 , 2007 ;
and
NOW, THEREFORE , IN CONSIDERATION OF THE MUTUAL
COVENANTS AND PROMISES HEREIN CONTAINED , the parties agree as
follows :
1 . The date for completion of the required improvements as outlined
in the Contract for Construction of Required Improvements No . SD-04- 10-48-
CFC (2004020225-48531 ) is extended to September 13 , 2007 .
2 . The consideration for this extension is that the Harbor Federal
Savings Bank Irrevocable Letter of Credit No . 449 in the original amount of
$4 , 728 , 118 . 38 be amended to extend the expiration date to December 13 , 2007 ,
otherwise this modification shall be null and void .
3 . All other terms set out in the Contract for Construction of Required
Improvements No . SD-04- 10-48-CFC (2004020225-48531 ) remain in full force
and effect.
IN WITNESS WHEREOF , the parties hereto have set their hands and
seals on the day and year first above written .
ASHLEY LAKES NORTH , LLC , a
Signed in the presence of: Florida limited liability company
DEVELOPER
Print: By:
ark Acker 'I
Sign : � y Managing ember
Print. : i -t4
INDIAN RIVER COUNTY, FLORIDA
by and through its Board of County
Commissioners
By: 'f , L4')
Gary heeler, Chairman
ATTEST : J . K. Barton , Clerk of Court
By:
Deputy Clerk APPROVED AS TO FORM
AND LEGAL SUFFICIENCY
BY LC,
WILLIAM G. COLLINS
COUNTY ATTORNEY
2
F:\Attorney\Nancy\DOCS%PLAN\MODIFICATION TO K for cons ashley lakes north .doc
JOSEPH W. SCHULKE, P.E. SCHULKE , BITTLE & STODDARD , L . L . C .
JODAH B. BITTLE, P.E.
WILLIAM P. STODDDARD, Ph.D., P.E. CIVIL & STRUCTURAL ENGINEERING • LAND PLANNING • ENVIRONMENTAL PERMITTING
Engineers Certified Cost Estimate — Ashley Lakes North
I, Joseph W. Schulke, a Florida registered engineer, License No . 47048 , do hereby certify
to Indian River County that a cost estimate has been prepared under my responsible
direction for those improvements itemized in this exhibit and that the total cost estimate
for said improvements is $4,728 , 118 .38 including a 25% contingency amount. The total
cost estimate for the remaining improvements is 2, 147, 895 .21 including a 25 %
contingency . This estimate has been prepared, in part, to induce approval by the county
of the Ashley Lakes N Subdivision, and for the purpose of establishing proper surety
amounts asso ated e ewith.
Date : i 2 � 1a
Jos ph W. Soh Ike, Y .E. No . 47048
E:H � foJ � � IIj11I
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1717 INDIAN RIVER BLVD. , SUITE 201 , VERO BEACH , FLORIDA 32960
TEL 772 / 770-9622 FA 772 / 770-9496 EMAILinfo@sbsengineers.com
Ashley Lakes North Cost Estimate e
11/27/2006
DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL COMPLETE AMOUNT REMAINING
SanitarySewer
81 PVC LF 7592 $ 24.00 $ 182,208.00 90% $163,987.20 $ 18,220.80
8" C900 DRI 8 LF 40 $ 26.50 $ 1 ,060.00 90% $954.00 $ 106.00
Sanitary Manholes 0'-6' EA 9 $ 2,200.00 $ 19,800.00 90% $17,820.00 $ 1,980.00
Sanitary Sewer Manholes 6'A' EA 4 $ 2,600.00 $ 10,400.00 90% $9,360.00 $ 1,040.00
Smtary Sewer Manholes 8'-10' EA 3 S 3,050.00 S 9, 150.00 90% 58,235.00 $ 915.00
Sanilary Sewer Manholes 10-12' FA 4 $ 3,500.00 $ 14,00000 90% $12,600.00 $ 1,400.00
Sanitary Sewer Manholes 12'-14' EA 3 $ 4,000.00 $ 12,000.00 90% $10,800.00 S 1,20000 AT
Sanitary Sewer Manholes 14'-16 EA 4 $ 4,550.00 $ 18,200.00 90% $16,380.00 S 1,82000
Sanitary Sewer Manholes 16-18' EA 1 S 5,200.00 $ 5,200.00 90% $4,680.00 $ 520.00
Single Service EA 28 $ 55000 S 15,400.00 90% $13,860.00 $ 1,540.00
Double Service EA 66 $ 650.00 $ 42,900.00 90% $38,610.00 $ 4,290.00
7.V. Main Lines & testing LF 7592 1 $ 2.00 S 15, 184.00 0°0 $000 E 15,184.00
Subtotal $ 345,502.00 $297,286.20 $ 48,215.80
Forcemain
4" C900 DRI 8 LF 2200 $ 13.00 $ 28,600.00 60% $17,160.00 $ 11,440.00
4" Gaze Valve EA 3 $ 850.00 $ 2,550.00 60% $1 ,530.00 $ 1,020.00 ^ 1
Sample Points EA 3 $ 450.00 $ 1,35000 60% $81000 $ 540.00 /`�,/y/ p�•
Misc Fittings LS 1 $ 4,500.00 $ 4,500.00 60% $2,700.00 E 1,800.00 IQ
Directional Bore LF 200 $ 105.00 $ 21,000.00 60% $12,600.00 $ 8,400.00
Connect to Exus a& EA 1 $ 1 500.00 S 1,500.00 60% $900.00 $ 600.00 T
Testing LS 1 $ 1,800.00 $ 1,800.00 60% $1,080.00 $ 720.00 I 66 //
Repair Driveways LS ] $ 00 $ 8100a00
Subtot0
al 0
$ 69,300.00 $36,70 $ 32,52000
Liftstation
Liftstation (24' Deep) LS 1 140000 $ 140,000.00 50% $70,000,001 $ 70,000.00
Subtotal $ 140,000.00 $70,000.00 1 $ 70,000.00
Water
6' C900 LF 8120 S 13.00 S 105,560.00 90% $95,00400 $ 10,556.00
8' C900 LF 320 S 16.00 $ 5,120.00 90% $4,608.00 E 512.00
6n DIP LF 20 $ 21.50 $ 430.00 900/0 $387.00 $ 43.00
8' DIP LF 140 S 25.50 $ 3,570.00 90°/ $3,213.00 $ 357.00
6m Gate Valve w/ Box & Pad EA 12 $ 950.00 $ 11,400.00 750/c $9,550.00 $ 2,850.00
8' Gite Valve w/ Box & Pad EA 2 $ 1,300.00 $ 2,600.00 75% $1,950.00 E 650.00 r
Fire Hydrant Assembly EA 10 S 3,800.00 $ 38,000.00 90% $34,200.00 $ 3,800.00 /{ T
8' x 8' Wet Tap EA 1 $ 4,200.00 $ 4,200.00 90% $3,780.00 $ 420.00 !�1
2' Jumper EA 2 $ 780.00 $ 1,560.00 90% $1,40400 $ 15600
Blow Off EA 1 4 $ 750.00 T 3,000.00 0% $0.00 S 3,000.00
Sam Ie Points EA 10 $ 350.00 E 3,500.00 0°/. $0.00 $ 3,500.00
Single Water Semce EA 36 $ 550.00 $ 19,800.00 90% $17,820.00 S 1,980.00
Double Walter Service EA 62 $ 850.00 $ 52,700.00 90% $47,430.00 $ 5,270.00
MiscFimngs $ 14,000.00 $ 14,000.00 90% $12,600.00 $ 1,400.00
Testing LS 1 S 3,500.00 E 3,500.00 0°/. $0.00 S 3,500.00
Subtotal $ 268,940.00 $230,94600 S 37,994.00
Storm Sewer
Junction Manholes EA 2 3 2,000.00 $ 4,000.00 80% $3,200.00 E 800.00
Mod. Miami Het EA 34 $ 2,500.00 S 85,000.00 60% 851,000.00 $ 34,000.00
Type C Inlet EA 7 $ 1,700.00 $ 1,700.00 80% $1 ,360.00 $ 34000
15' N-12 Ultra LF 3200 $ 18.75 S 60,000.00 80% $48,000.00 $ 12,000.00 II IM
18" N-12 Ultm LF 1140 S 23.00 $ 26,220.00 80% $20,97600 $ 5,244.00
30" N-12 Ultm LF 440 $ 50.00 S 22,000.00 80% $17,60000 $ 4,400.00 �. . (/L �
30" Corr Alum Pipe LF 20 $ 6800 $ 1360.00 80% $1 ,088.00 S 272.00 (/ ��"(/
30" N-12 to RCP Adaptor EA 1 S 500.00 $ 500.00 80% 5400.00 S 100.00
30" Con Alum Band EA 1 $ 180.00 $ 180.00 80% $144.00 $ 36.00
18" RCP LF 1 180 $ 39.50 S 7, 110.00 80% $5,688.00 $ 1,422.00
18" RCP Mitered End EA 2 $ 95000 $ 1,900.00 BO°a $] 520.00 8 380.00
60" RCP LF 104 $ 295.00 E 30,680.00 804° $24,54400 $ 6,73600
Endwalls EA 2 $ 10,500.00 E 21,000.00 80% $16,800.00 $ 4,200.00
Remove 12" CMP EA 1 $ 3,500.00 E 3,500.00 80°0 $2,800.00 T 700.00
Control Structure LS 1 E 2,00000 $ 2,000.00 80% $1 ,600.00 $ 400.00
Subtotal E 267, 150.00 $196,720.00 1 $ 70,430.00
ME X H I I T " All l Pagel of
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Ashley Lakes North Cost Estimate
Site Work
CI Acre 76 $ 4,500.00 3 342,000.00 100% $342,000.00 50.00
Silt Fence (one time installation) LF 9100 $ 1 .80 $ 16,380.00 0% 50.00 $16,380.00
Excavate Lakes CY 345965 S 1 .95 $ 674,631 .75 90°/ 8607,168.58 567,463. 17
Floating Turbidity LF 150 $ 28.00 $4,200.00 90% $3,780.00 $420.00
Grade ROW LS 1 S 85,000.00 S 85,000.00 25% $21,250.00 563,750.00
Grade Berm LF 7400 $ 6.00 S 44,40000 5001a $22,200.00 $22,200.00 D �A✓
Final Dress LS 1 $ 15,000.00 S 15,000.00 0°/ 50.00 $15,000.00
Fill Ditches and Swales LS 1 $ 22,000.00 $ 22,000.00 95% 520,900.00 $ 1, 100.00
Fill Pond LS 1 $ 6,500.00 S 6,500.00 95% $6,175.00 $325.00 l ✓ Z
Construction Entrance EA 1 $ 5,500.00 $ 5,500.00 90% $4,950.00 $550.00
Sod SY 33,750 S 2.45 $ 82,687.50 30% $24,806.25 $57,881 .25
SubtoW $ 1,298,299.25 1$1 ,053,229.83 $245,069.43
Onsite Paving
8" Stabilized Subgm& SY 32918 $ 4. 10 $ 134,963.80 25% $33,740.95 S 101,222 85
6* Coquina. Bele SY 23513 $ 9.50 S 223,373.50 20% $44,674.70 $ 178,698.80
EPR-1 Prime SY 23513 S 0.75 $ 17,634.75 0°/ 50.00 $ 17,634.78
Pavement (I .0" Type S) SY 23813 $ 5.50 $ 129,321 .50 0°i 50.00 $ 129,321 .50 YL
t.
tvliami Curb LF 16637 S 9.40 $ 156,387.80 40% $62,555.12 S 93,832.68 Y
FCurb LF 300 $ 16.00 $ 4,800.00 90% $4,320.00 $ 480.00
D Curb LF 1150 E 13.00 $ 14,950.00 0% $0.00 $ 14,950.00 //�1 g
Shell Drivewa LS 1 $ 4,50000 S 4,500.00 50% $2,250.00 $ 2,250.00 f / '2A
On-site sidewalk SF 12376 $ 5. 10 S 63,117.60 00/0 $000 $ 63,117.60
Suippmg/Signage LS I $ 25,000.00 8 25,170Hit 0% $000 $ 25,000.00
Subtotal $ 774,048.95 $147,540.77 5 626,508. 18
OR Site Turn Lane
M.O.T. LS 1 S 12,500.00 $ 12,500.00 20% $2,500.00 S 10,000.00
Widening Excavation LS 1 $ 8,000.00 $ 8,000.00 50% $4,000.00 $ 4,000.00
11/2" Leveling Course SY 3700 S 6.75 $ 24,975.00 0% $0.00 $ 24,975.00
TUT S-1 Widening SY 1977 S 925 $ 18,287.25 0% 50.00 $ 18,287.25
1 " Overlay SY 6896 $ 5.50 $ 37,928.00 0% $0.00 S 37,928.00
Prime SY 3196 $ 0.75 $ 2,397.00 0% $0.00 I 2,397.00
8' Subgrade LS 1219 $ 3.20 $ 3,900.80 40% $1 ,560.32 $ 2,340.48 (�} 'U
12' Stabilized Subgrade LF 1977 $ 4.85 $ 9,588.45 400N $3,835.38 $ 5,753.07
6" Corpora Rock EA 1219 $ 11 .50 $ 14,01850 40% $5,60740 S 8,471 .10
8" Coquina Rock LS 1977 $ 15.30 1 S 30,248. 10 40% $12,099.24 $ 18,148.86 n
Stripping/Signage LS I S 8,500.00 $ 8,500,00 00/0 $0.00 $ 8,50000
Remove 240 CNV LS 1 $ 3,000.00 $ 3,000.00 0% $000 $ 3,000.00
18" RCP LF 394 $ 39.50 $ 15,563.00 0% 50.00 $ 15,563.00 r
P61nlet EA 7 S 3,550.00 S 3,550.00 00. $0.001 $ 3,550.00
Type B He EA 1 S 2,100.00 $ 2, 100.00 00/0 50.00 $ 2,100.00
Grading LS 1 S 30,000.00 $ 30,000.00 0% $0.00 $ 30,000.00
Subtotal S 224,556. 10 529.602.34 $ 194,953.76
Electrical
FPL Lots 160 S 367.00 $ 58,720.00 0% 50.00 $ 58,720.00
Street Lights EA 33 $ 2,000.00 $ 66,000.00 0% $0.00 S 66,000.00
Subtotal $ 124,720.00 $0.00 $ 124,720.00
Landscaping
10' T e 'C' DBL Frontage Buffer
a. Canopy Tree (10' height, 2" diameter) : 5/100 x 5016MEA 251 $ 160.00 S 40,16000 0% $0.00 S 40, 160 Wb. Ilnderstay Tree (5 ft. height)
: 2/100 x 5016 100 E 11000 S 11,000 00 0% $0.00 $ 11 ,00000c, Shrubs (36' hei t) : V2.5 x 5016 2006 $ 2000 S 40,17A.00
0% $000 $ 40, 120.00d. Mulch 1 S 7,50000 $ 7,50000 0% $000 $ 7,50000Irrigation 1 S 60,00000
S 60,000.00 0% $0.00 $ 60,000.00Gates 1 $ 40,000.00 $ 40,000.00 0% 50.00 $ 40,000.00
Subtodl $ 198,780.00 50.00 $ 198,780.00
FEXH I B IT " All '
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Page 2 of 3
Ashley Lakes North Cost Estimate
Professional
Testmg/Geotechnical LS 1 $ 7,500.00 S 7,500.00 50% $3,750.00 S 3,750.00
Survey - Stakeout/As-builts LS 1 S 55,000.00 S 55,000.00 25% $33,750.00 S 41 ,250.00
S ey - Set P.C.R(s) / Reset AT C.C. LS 1 S 6,500.00 S 6,500.00 00/0 50.00 S 6,500.00 l
Maintenance Bond LS 1 $ 4,500.00 $ 4,500.00 00/0 $0.00 S 4,500.00
Engineering - Inspections/ Certifications LS 1 S 17,500.00 S 17,500.00 25% 54,375.00 $ 13,125.00
Subtotal $ 91,000.00 $21,875.00 S 69,125.00
TOTAL COMPLETE REMAINING
Sanitary Sewer $ 345,502.00 $297,286.20 $ 48,215.80
Forcemain $ 69,300.00 $36,790.00 $ 32,520.00
Liftrtatron S 140,000.00 $70,000.00 $ 70,000.00
Water S 268,940.00 $230,946.00 $ 37,994.00
Storm Sewer S 267,150.00 $196,72000 $ 70,430.00
Site Work $ 1,298,299.25 $1 ,053,229.83 $ 245,069.43
Onsite Paving $ 774,048.95 $147,540.77 S 626,508. 18
Offsite Turn Lane $ 224,556. 10 $29,602.34 $ 194,953 76
LandscapingE 198,780.00 50.00 $ ] 98,780.00
Electrical S 124,720.00 $0.00 8 124,720.00
Prafemional S 91,000.00 $21 ,875.. S 61 It.
TOTAL 53,802,29636 S 21083980.14 $ 1,718,316.1]
TOTALREMAINING BONDABLE AMOUNT plus 25% Contingency S 214789521
ORIGINAL BOND AMO ith 25% Contingency
W. . S 4,72811838
4
Date: t L1 JOS* 7
Soschulker P.E - No. 47048
EXHIBIT " A "
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