HomeMy WebLinkAbout2006-409 Quail Creek PD ry/
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MODIFICATION TO
CONTRACT FOR CONSTRUCTION OF REQUIRED IMPROVEMENTS
NO . PD -04-07 -12 -CFC (200402019648349)
THIS MODIFICATION , made and entered into this sth day of
December , 2006 , by and between SLM Investments , 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 , on September 6 , 2005 Regent Group , LLC entered into a
Contract for Construction of Required Improvements No . PD-04-07- 12-CFC
(2004020196-48349 ) guaranteeing the completion of certain required
improvements within Quail Creek PD on or before September 6 , 2006 ; and
WHEREAS , on December 13 , 2005 the Board of County Commissioners
consented to the assignment of Contract for Construction of Required
Improvements No . PD-04-07- 12-CFC (2004020196-48349) by Regent Group ,
LLC to SLM Investments , LLC ; and SLM Investments , LLC provided substitute
security in the form of a Branch Banking and Trust Company Irrevocable Letter
of Credit No . 9661066978-00002 , expiring on December 6 , 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 Quail Creek PD was approved by the Board
of County Commissioners of Indian River County on September 6 , 2005 ; and
WHEREAS , Developer wishes to extend the date in which to complete
those required improvements until September 6 , 2007 and has provided an
updated certified cost estimate attached as Exhibit "A'; and
WHEREAS , it is staff' s recommendation to extend the date in which to
complete those required improvements to September 6 , 2007 with the letter of
credit supporting such contract extension to be extended to December 6 , 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 . PD-04-07- 12-
CFC (2004020196 -48349) is extended to September 6 , 2007 .
2 . The consideration for this extension is that the Branch Banking and
Trust Company Irrevocable Letter of Credit No . 9661066978-00002 in the
original amount of $ 1 , 645 ,348 . 88 be amended to extend the expiration date to
December 6 , 2007 , otherwise this modification shall be null and void .
3 . All other terms set out in the Contract for Construction of Required
Improvements No . PD-04-07- 12-CFC (2004020196-48349 ) 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 .
SLM INVESTMENTS , LLC, a
Signed in the presence of: Florida limited liability company
� DEVELOPER
Sign :` F CJ S�l �'J.
Print:f �n P,�� . , k� By: ,r
ark Ackerm
Sign : �� /� c2 Managing Member
Print: e STH QJ v -
INDIAN RIVER COUNTY, FLORIDA
by and through its Board of County
Commissioners
By:
Gary heeler, Chairman
ATTEST : J . K . Barton , Clerk of Court
By: a (�a ��-Q APPROVED AS TO FORM
Deputy Clerk AND LEGAL SUF Ef�CY
$Y
2 WILLIAM CO LINS i
COUNTY ATTORNEY
F:\Attorney\Nancy\DOCS\PLAN\MODIFICATION TO K for cons quail creek.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 — Quail Creek Subdivision
I, Jodah Bittle, A Florida registered engineer, License No . 57396, 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 $ 1 ,645 ,348 . 88 . including a 15% contingency amount. The total
cost estimate for the remaining improvements is 753 ,775 . 15 including a 15 % contingency
This estimate has been prepared, in part, to induce approval by the county of the Quail
Creek Subdivision, and for the purpose of establishing proper surety amounts associated
therewith.
v Date : 11 z� o
Jodah ittle, P .E. No. 57396
Page 1 of 5
1717 INDIAN RIVER BLVD. , SUITE 201 , VERO BEACH, FLORIDA 32960
TEL 772 / 770-9622 FAx 772 / 770-9496 EMAIL info@sbsengineers.com
Quail Creek Cost Estimate
11 /27/2006
UNIT QUANTITY UNIT PRICE TOTAL 1COMPLETE AMOUNT I REMAINING
Sanitary Sewer
Sanitary Manhole EA 15 $ 2,000.00 $ 30,000.00 90% $271000.00 $ 3,000.00
8 "PVC LF 3400 $ 25 .00 $ 85,000.00 90% $76,500.00 $ 8,500.00
Tie into existing San EA 1 $ 2,000.00 $ 2,000.00 90% $ 1 ,800.00 $ 200.00 F1) k
SING Service EA 19 $ 500.00 $ 9,500.00 90% $8,550.00 $ 950.00 J P1T
DBL Service EA 36 $ 600.00 $ 21,600.00 90% $ 19,440.00 $ 2, 160.00 I h
Subtotal $ 148, 100.00 $ 133,290.00 $ 14,810.00 ` �20
Water
Tie-Into Exist W.M EA 1 $ 2,000.00 $ 2,000.00 90% $ 1 ,800.00 $ 200.00
8" PVC Pipe LF 175 $ 12.00 $ 2, 100.00 90% $ 1 ,890.00 $ 210.00
6"PVC LF 4045 $ 10.00 $ 40,450.00 90% $36,405 .00 $ 4,045 .00 744
Fire Hydrant Assembly EA 6 $ 21000.00 $ 12,000.00 90% $ 105800.00 $ 13200.00 /'/ !f'
8" MJGV W Box &Cont Pad EA 2 $ 800.00 $ 1 ,600.00 85% $ 1 ,360.00 $ 240.00 FO
6" MJGV W/ Box &Cone Pad EA 13 $ 700.00 $ 99100.00 85% $7,735.00 $ 1,365 .00 J AT
8x8 MJ Tee EA 2 $ 600.00 $ 19200.00 90% $ 1,080.00 $ 120.00 11
6x6 MJ Tee EA 8 $ 500.00 $ 4,000.00 90% $3,600.00 $ 400.00 0
8x6 MJ Reducer EA 1 $ 400.00 $ 400.00 90% $360.00 $ 40.00
6"221MJ BENd EA 11 $ 300.00 $ 3,300.00 90% $25970.00 $ 330.00
6"45' MJ BEND EA 4 $ 300.00 $ 11200.00 90% $ 1 ,080.00 $ 120.00
6"90' MJ BEND EA 1 $ 300.00 $ 300.00 90% $270.00 $ 30.00
MJREstrainers LS 1 $ 5,000.00 $ 5,000.00 90% $4,500.00 $ 500.00
Sample Point EA 8 1 $ 300.00 $ 25400.00 0% $0.00 $ 2,400.00
Temp. Jumper Counter EA 1 $ 1 ,500.00 $ 1 ,500.00 90% $ 1 ,350.00 $ 150.00
Blow-Off EA 4 $ 400.00 $ 1 ,600.00 0% $0.00 $ 1 ,600.00
Single Service EA 11 $ 400.00 $ 4,400.00 0% $0.00 $ 4,400.00
DBL Service EA 40 $ 500.00 $ 20,000.00 0% $0.00 $ 20,000.00
Subtotal $ 112,550.00 $75,200.00 $ 37,350.00
Storm Sewer
151PADS LFN28
$ 18.00 $ 2,628.00 90% $2,365 .20 $262.80
18 "ADS LF $ 20.00 $ 30,000.00 90% $27,000.00 $3,000.00
24"ADS LF $ 25 .00 $ 6,250.00 90% $5,625.00 $625 .00
30"ADS LF $ 40.00 $ 7,440.00 90% $6,696.00 $744.00
24 RCP LF $ 50.00 $ 14,450.00 90% $ 13,005.00 $ 1 ,445.0024" CAP LF $ 40.00 $ 800.00 90%
$720.00 $80.00
Mod Miami Inlet EA $ 39000.00 $ 54,000.00 90% $48,600.00 $5,400.00 j
Type C Inlet EA 1 $ 2,000.00 $ 2,000.00 90% $ 1 ,800.00 $200.00
Concrete Collar EA 1 $ 11400.00 $ 15400.00 00/, $0.00 $ 1 ,400.00
Subtotal $ 118,968.00 $ 105,811 .20 $ 13, 156.80
EXHIBIT T 11 #t/� i1
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Page 1 of 4
Quail Creek Cost Estimate
Site Work
Mobilization LS 1 $ 10,000.00 $ 10,000.00 50% $5,000.00 $ 51000.00
Maint of Traffic LS 1 $ 5,000.00 $ 5,000.00 0% $0.00 $ 5,000.00
Clear & Grub AC 37 $ 1 ,500.00 $ 55,665.00 800% $44,532.00 $ 11 , 133 .00 J RI
Rough Grade AC 40 $2,500.00 $ 99,225.00 50% $49,612.50 $ 49,612.50
RM Exist Pipe LS 1 $ 1 ,500.00 $ 1,500.00 80% $ 1 ,200.00 $ 300.00
Sod Lake Bank SY 3,222 $ 1 .50 $ 4,833.00 60% $2,899.80 $ 1 ,933 .20 t j
Pollution Control / Prevention LS 1 $ 5,000.00 $ 5,000.00 0% $0.00 $ 5,000.00
Subtotal $ 181 ,223,00 $ 103,244.30 $ 77,978.70
Roadway
Grade 12/W LF 49700 $ 2.50 $ 11 ,750.00 50% $5,875.00 $ 5,875 .00
11 /2" Asphalt SY 10,059.00 $ 6.50 $ 65,383.50 0% $0.00 $ 65,383 .50
6" Compact Base SY 10,059.00 $ 7.00 $ 70,413.00 75% $52,809.75 $ 17,603.25
8" Stabilized Subgrade SY 400 $ 4.00 $ 1 ,600.00 90% $ 1 ,440.00 $ 160.00
6"stabilized Subgrade SY 145622 $ 3 .00 $ 43,866.00 90% $39,479.40 $ 4,386.60
Brick Paver SY 385 $ 12.00 $ 4,620.00 0% $0.00 $ 4,620.00
Mod Miami Curb LF 9, 150 $ 9.00 $ 82,350.00 90% $74, 115.00 $ 8,235.00
Type "D" Curb LF 568 $ 10.00 $ 5,680.00 0% $0.00 $ 5,680.00
Type "F" Curb LF 260 $ 12 .00 $ 3, 120.00 50% $ 13560.00 $ 1 ,560.00
Side Walk LF 685 $ 14.00 $ 9,590.00 0% $0.00 $ 9,590.00
127 Tum Sign EA 3 $ 200.00 $ 600.00 0% $0.00 $ 600.00 lY
X-Walk EA 1 $ 150.00 $ 150.00 0% $0.00 $ 150.00
Stop Sign EA 3 $ 200.00 $ 600.00 0% $0.00 $ 600.00
Stop Bar EA 3 $ 100.00 $ 300.00 0% $0.00 $ 300.00
Lod @12= SY 2,088 $ 1 .50 $ 3, 132.00 0% $0.00 $ 35132.00
Misc. Conduit LS 1 $ 1 ,500.00 $ 1 ,500.00 75% $ 1 , 125.00 $ 375 .00
Street Sign EA 3 $ 200.00 $ 600.00 0% $0.00 $ 600.00
Header Curb LF 60 $ 10.00 $ 600.00 0% $0.00 $ 600.00
Entrance Gates LS 1 $ 25,000.00 $ 25,000.00 0°/a $0.00 $ 25,000.00
Subtotal $ 330,854.50 $176,404. 15 $ 154,450.35
Lan dscape/Irrigation/Misc
10' Landscape along East Property lines
Canopy Trees EA 59 $ 175 .00 $ 105325.00 0% $0.00 $ 10,325 .00
Understory Trees EA 24 $ 100.00 $ 2,400.00 0% $0.00 $ 2,400.00
Shrubs EA 236 $ 10.00 $ 21360.00 0% $0.00 $ 2,360.00
Irrigation LS 1 $ 25000.00 $ 2,000.00 0% $0.00 $ 2,000.00
Subtotal $ 17,085.00 $0.00 $ 171085.00
25' Landscape along South 81st Street
Canopy Trees EA 76 $ 175.00 $ 13,300.00 0% $0.00 $ 13,300.00
Understory Trees EA 38 $ 100.00 $ 3,800.00 0% $0.00 $ 3,800.00
Shrubs EA 303 $ 10.00 $ 3,030.00 0% $0.00 $ 3,030.00
Irrigation LS 1 $ 2,000.00 $ 25000.00 0% $0.00 $ 2,000.00
Subtotal $ 22, 130.00 $0.00 $ 22, 130.00
25' Aricultural Buffer along North and West Property Line
Canopy Trees EA 149 $ 175.00 1 $ 26,075.00 0% $0.00 $ 26,075.00
Understory Trees EA 25 $ 100.00 $ 21500.00 0% $0.00 $ 2,500.00
Shrubs EA 593 $ 10.00 $ 5,930.00 0% $0.00 $ 5,930.00
Irrigation LS 1 $ 21000.00 $ 2,000.00 0% $0.00 $ 2,000.00
Subtotal $ 36,505.00 $0.00 $ 36,505.00
a
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Quail Creek Cost Estimate
Electrical
Street Lights EA 6 $ 2,000.00 $ 12,000.00 0% $0.00 $ 12,000.00
Transformer Pad EA 23 $ 300.00 $ 6,900.00 0% $0.00 $ 6,900.00
Primary Conduit LF 9000 $ 3.50 $ 31 ,500.00 0% $0.00 $ 31 ,500.00 �=r
Secondary Conduit LF 4500 $ 4.50 $ 209250.00 0% $0.00 $ 20,250.00 ,
Subtotal $ 705650.00 $0.00 $ 70,650.00 it i2
Professional
Engineering LS 1 $ 10,000.00 $ 101000.00 60% $6,000.00 $ 4,000.00
Surveying-Stake-out LS 1 $ 33,660.00 $ 33,660.00 1 50% $ 16,830.00 $ 16,830.00 Olt
Surveying-Asbuilt LS 1 $ 10,000.00 $ 10,000.00 0% $0.00 $ 10,000.00
Surveying PRMS & PCPS LS 1 $ 51000.00 $ 5,000.00 0% $0.00 $ 5,000.00 2Q '
Subtotal $ 585660.00 $22,830.00 $ 355830.00 I
Off-Site
Moblization LS 1 $ 55000.00 $ 5,000.00P75%
$2,500.00 $ 2,500.00
Maint of Traffic LS 1 $ 109000.00 $ 10,000.00 $0.00 S 10,000.00
Power Pole reloc or remov EA 10 $ 2,000.00 $ 20,000.00 $12,000.00 $ 8,000.00
Clear & Curb LS 1 $ 10,000.00 $ 105000.00 $7,500.00 $ 2,50000
Grade Right of way LF 3250 $ 5 .00 $ 16,250.00 $ 12, 187.50 $ 4,062.50
Sidewalk LF 1300 $ 17 .50 $ 22,750.00 $0.00 $ 22,750.001 " Type S-3 Asphalt Roadway SY 4019 $ 5
.00 $ 20,095.00 $0.00 $ 20,095 .00
1 1 /2" Type S- 1 Asphalt SY 4019 $ 6.50 $ 26, 123.50 0% $0.00 $ 26, 123 .50 ()
8" Coquina Rock SY 5024 $ 9.40 $ 47,225.60 75% $35,419.20 $ 11 ,806.40
12" Stab. Subgrade SY 6029 $ 6.00 $ 36, 174.00 90% $32,556.60 $ 3,617.40
1 " Type S-3 Asphalt Shoulder SY 1184 $ 5.00 $ 5,920.00 0% $0.00 $ 59920.00 i z 2
6" Coquina Rock Shoulder SY 1480 $ 7.00 $ 10,360.00 75% $7,770.00 $ 23590.00
8 " Stab. Subgrade Shoulder SY 1776 $ 4.00 $ 7, 104.00 90% $6,393.60 $ 710.40
Stabilized Dirt Road SY 1334 $ 7.00 $ 91338.00 0% $0.00 $ 9,338.00
8" Water Main LFP135
$ 10.00 $ 13,350.00 90% $ 12,015 .00 $ 1 ,335.00
8"MJGV W/ Box &Cone. Pad EA $ 700.00 $ 700.00 90% $630.00 $ 70.00
8"MJ Plug EA $ 500.00 $ 500.00 90% $450.00 $ 50.00
2"Blow-off EA $ 400.00 $ 400.00 90% $360.00 $ 40.00
Sample Point EA $ 300.00 $ 900.00 0% $0.00 $ 900.00
MJ Restrainers LS $ 2,000.00 $ 2,000.00 90% $ 1 ,800.00 $ 200.00
Temp. Jumper EA $ 15500.00 $ 1 ,500.00 90% $1,350.00 $ 150.00
Tie-into Exist Way LS 1 $ 25500.00 $ 2,500.00 0% $0.00 $ 2,500.00
Sod R/W SY 7222 $ 1 .50 $ 10,833.00 0% $0.00 $ 10,833.00
Cone. Jacket EA 1 $ 700.00 $ 700.00 0% $0.00 $ 700.00
18"RCP LF 364 $ 39.00 $ 14, 196.00 90% $ 12,776.40 $ 1,419.60
Type C inlet EA 2 $ 2,000.00 $ 45000.00 90% $3,600.00 $ 400.00
JunctionManhole EA 1 $ 2,000.00 $ 2,000.00 90% $ 1 ,800.00 $ 200.00
24" CAD LF 20 $ 46.00 $ 920.00 0% $0.00 $ 920.00
30" RCP LS 120 $ 65 .00 $ 7,800.00 90% $7,020.00 $ 780.00
Striping LS 1 $ 255000.00 $ 25,000.00 0% $0.00 $ 25,000.00
Subtotal $ 3339639. 10 $ 158, 128.30 $ 175,510.80
E X [ ! I ' j T " A 'FI
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Quail Creek Cost Estimate
TOTAL COMPLETE REMAINING
Sanitary Sewer $ 148, 100.00 $ 133,290.00 $ 14,810.00
Water $ 1125550.00 $75,200.00 $ 37,350.00
Storm Sewer $ 118,968.00 $ 105,811 .20 $ 13, 156.80
Site Work $ 181 ,223.00 $ 103,244.30 $ 77,978.70
Roadway Onsite Paving $ 330,854.50 $ 176,404. 15 $ 154,450.35
Landscaping $ 75,720.00 1 $0.00 $ 75,720.00 ( t
Electrical $ 70,650.00 $0.00 $ 70,650.00
Professional $ 58,660.00 $22,830.00 $ 35,830.00 t1 �G' ti �
Off Site $ 333,639. 10 $ 158, 128.30 $ 175,510.80
TOTAL $ 1 ,4301364.60 $774,907.95 $ 655,456.65
TOTAL REMAINING BONDABLE AMOUNT plus 15% Contingency $ 7539775.15
ORIGINAL BOND AMOUNT with 15% Contingency $ 1,645,348.88
Date: ll 04
Jodah ttle, P.E. No. 7396
EXHIBIT " All
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