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SECTION 0002'0-
12 day of MAY
,A.D. 2008
I NOTICE TO BIDDERS
\ NOTICE IS HEREBY GIVEN that the CITY COMMISSION of THE CITY
OF SUNNY ISLES BEACH is seeking sealed bids for ~he following work
as specified.
Atlantic Isles Roadway and Utility Improvements
CGA Project No. 05-4893
City of Sunny Isles Beach Bid No. 08-06-01
Sealed bids for the construction of the design of roadway improvements,
including construction of sanitary sewer collection system with gravity
sewer lines, manholes, 'WASD lift station and force main; paving,
grading, and drainage improvements; under grounding of certain utilities,
such as FPL power, CATV, and telephone. The installation of a new
water main with services is also proposed by the City of North Miami
Beach to be constructed contemporaneously, but not currently in this
contract and will be received by the Owner, City of Sunny Isles Beach.
Bids shall be on a unit price basis; segregated bids will not be accepted."
Sealed bids will be received by the City Clerk until 11 :30 am,
Monday, June 16, 2008 at the City of Sunny Isles Beach, City Halll
located at 18070 Collins Avenue, Sunny Isles Beach, Florida, 33160.
Bids received after this time will. be returned unopened. Bids SUbmitted,.
will be opened publicly and read aloud at this time.
. .
A Mandatory Pre-Bid Conference is scheduled for 10:00 am,
Wednesday, June 4, 2008 at the City of Sunny Isles Beach, City Hall.
located at 18070 Collins Avenue, Sunny Isles Beach, Florida 33160,1
(305) 947-0606.
Bidders may obtain complete sets of Bidding Documents from the City ot
Sunny Isles Beach at 18070 Collins Avenue, Sunny Isles Beach, Florida'
33160 alno cost. Partial sets of Bidding.oocuments will not be available.!
Bidding Documents may be examined at the City of Sunny Isles Beach,.
at the above-referenced address.
I
Bid security in the amount of five percent (5%) of the Total Bid, must
accompany the Bid in accordance with the Instr~ctions to Bidders.
The contract will be awarded by the Owner to the lowest responsible and
responsive bidder whose bid best serves the interests Of,. and represents,
the best value to, the Owner pursuant to the criteria set forth in Section
62-8 of the Code of the City of Sunny Isles Beach. Price is only a factor in
determining the lowest responsible and responsive bidder.
The Owner reserves the right to reject any or all Bids, with or without
cause, to waive technical errors and informalities, and to accept the Bid, j
which best serves the interest of the Owner. .' ,
For further information, contact the office of the City Engineer c/o Calvin,
IGiOrdano & Associates, Inc. at (954) 921-7781.
Jane A. Hines, CMC
ICity Clerk
City of Sunny Isles Beach
5/lL..-_ __ 08-B-187/1Q1~7M
MIAMI DAILY BUSINESS REVIEW
Published Daily except Saturday, Sunday and
Legal Holidays
Miami, Miami-Dade County, Florida
STATE OF FLORIDA
COUNTY OF MIAMI-DADE:
Before the undersigned authority personally appeared
V. PEREZ, who on oath says that he or she is the
LEGAL CLERK, Legal Notices of the Miami Daily Business
Review Ilk/a ~iami Review, a daily (except Saturday, Sunday
and Legal Holidays) newspaper, published at Miami in Miami-Dade
County, Florida; that the attached copy of advertisement
being d Legal Advertisement of Notice in the matter of '
THE CITY OF SUNNY ISLES BEACH - NOTICE TO BIDDERS
BID NO. 08-06-01 - CGA PROJECT NO. 05-4893
in the XXXX Court
was published in said newspaper in the issues of
05/12/2008
Affiant further says that the said Miami Daily Business
Review is a newspaper published at Miami in said Miami-Dade
County, Florida and that the said newspaper has
heretofore been continuously published in said Miami-Dade County
Florida, each day (except Saturday, Sunday and Legal Holidays) ,
an? h~s b~en .~nter~d a: se~ond class mail matter at the post
office in Miami In said Miami-Dade County, Florida, for a
period of one year next preceding the first publication of the
attached copy of advertisement; and affiant further says that he or
she h~s neither paid nor promised any person, firm or corporation
any dlsc.ount, rebate, ~ommission or refund for the purpose
of securing thiS advertisement for publication in the said
newspaper.
"f). ~~
Sworn to and subscribed before me this
~#:w.-~ -
(SEAL)
i': 1\. CheIyI H Marmer
V. PEREZ personally known t\~)I' My CommIssion 00338559
Of '" Exptres JIii't 18,2008
BROWARD DAILY BUSINESS REVIEW
Published Daily except Saturday, Sunday and
Legal Holidays
FI. Lauderdale, Broward County, Florida
STATE OF FLORIDA
COUNTY OF BROWARD:
Before the undersigned authority personally appeared
W. CINTRON, who on oath says that he or she is the
ADMINISTRATIVE ASSISTANT, of the Broward Daily Business
Review f/k/a Broward Review, a newspaper
published at Fort Lauderdale, in Broward
County, Florida; that the attached copy of advertisement,
being a Legal Advertisement of Notice in the matter of
08-06-01
SECTION 00020 NOTICE TO BIDDERS
CITY COMMISSION OF THE CITY OF SUNNY ISLES BEACH
in the XXXX Court,
was published in said newspaper in the issues of
05/12/2008
Affiant further says that the said Broward Daily Business
Review is a newspaper published at Fort Lauderdale, in said
Broward County, Florida and that the said newspaper has
heretofore been continuously published in said Broward County,
Florida and has been entered as second class mail matter at the post
office in Fort Lauderdale in said Broward County, Florida, for a
period of one year next preceding the first publication of the
attached copy of advertisement; and affiant further says that he or
she has neither paid nor promised any person, firm or corporation
any discount, rebate, commission or refund for the purpose
of securing this advertisement for publication in the said
newspaper.
tu ,0 ~ ~U~
Sworn to and subscribed before me this
'~!v\>> 'A-6A~
(SEAL)
W. CINTRON personally known to me
~'f I'lt,. stalll of f1gfig~
. #;{;;i;.<t. Scherrl@ A ft)9m~
~ CAlmmj~n lI~fR~.f,~~~
Expires; .Jw'j 'El.. Ev@
-SECTION 00020
NOTICE TO BIDDERS
NOTICE IS HEREBY GIVEN that the CITY COMMISSION of THE CITY
IOF SUNNY ISLES BEACH is seeking sealed bids for ihe following work
as specified.
Atlantic Isles Roadway and Utility Improvements
CGA Project No. 05-4893
City of Sunny Isles Beach Bid No. 08-06-01
Sealed bids for the construction of the design of roadway improvements,
including construction of sanitary sewer collection system with gravity
sewer lines, manholes, WASD lift station and force main; paving, grading,
and drainage improvements; under grounding of certain utilities, such as
FPL power, CATV, and telephone. The installation of a new water main
with services is also proposed by the City of North Miami Beach to be
'constructed contemporaneously, but not currently in this contract and will
be received by the Owner, City of Sunny Isles Beach.
rBidS shall be on a unit price basis; segregated bids will not be accepted.
Sealed bids will be received by the City Clerk until 11 :30 am,
Monday, June 16, 2008 at the City of, Sunny Isles Beach, City Hall
located at 18070 Collins Avenue, Sunny Isles Beach, Florida, 33160. Bids
,received after this time will be returned unopened. Bids submitted will be
'opened publicly and read aloud at this time.
A Mandatory Pre-Bid Conference Is scheduled for 10:00 am,
Wednesday, June 4, 2008 at the City of Sunny Isles Beach, City Hall
located at 18070 Collins Avenue, Sunny Isles Beach, Florida 33160,
~(305) 947-0606. . .
Bidders may obtain complete sets of Bidding Documents from the City of
Sunny Isles Beach at 18070 Collins Avenue, Sunny Isles Beach, Florida
33160 at no cost. Partial sets of Bidding Documents will not be available.
Bidding Documents may be examined at the City of Sunny Isles Beach, at
the above-referenced address.
Bid security in the amount of five percent (5%) of the Total Bid, must ac-
company the Bid in accordance with the Instructions to Bidders.
The contract will be awarded by the Owner to the lowest responsible and
responsive bidder whose bid best serves the interests of, and represents
the best value to, the Owner pursuant to the criteria set forth in Section
62-8 of the Code of the City of Sunny Isles Beach. Price is only a factor in
determining the lowest responsible and responsive bidder.
The Owner reserves the right to reject any or all Bids, with or without
cause, to waive technical errors and informalities, and to accept the Bid,
which best serves the interest of the Owner.
For further information, contact the office of the City Engineer c/o Calvin,
Giordano & Associates, Inc. at (954) 921-7781.
Jane A. Hines, CMC
City Clerk
, City of Sunny Isles Beach
15/12 ~ .
_ 08-B-23W 015850B
SECTION 00300
BID FORM
Bid of
Address
Phone
To furnish all materials, equipment and labor and to perform all work in accordance with
the Contract Documents for construction of: sanitary sewer collection system with
gravity sewer lines, manholes, WASD Lift Station and Force main; Paving, Grading, and
Drainage improvements; Under grounding of certain utilities, such as FPL Power,
CATV, and Telephone will require coordination with others. The installation of a new
water main with services is also proposed by the City of North Miami Beach to be
constructed contemporaneously, but not as a part of this contract located in the CITY
OF SUNNY ISLES BEACH.
To: CITY OF SUNNY ISLES BEACH
18070 Collins Avenue, Suite 250
Sunny Isles Beach, Florida 33160
The undersigned Bidder has carefully examined the Bidding Documents and the site of
the proposed work and is familiar with the nature and extent of the work and any local
conditions that may in any manner affect the work to be done.
The undersigned Bidder agrees to do all the work and furnish all materials called for by
the Bidding Documents, in the manner prescribed therein and to the standards of quality
and performance established by the Engineer for the unit price amounts stated in the
spaces herein provided, for each of the items or combination of items stipulated. Unit
price line items shall include cost of implementing all applicable safety requirements.
Bidder acknowledges that estimated quantities scheduled are approximated for the sole
purpose of obtaining comparative bids for determination of the lowest responsible and
responsive bidder whose bid best serves the interest of, and represents the best value
to, the Owner pursuant to the criteria set forth in Section 62-8 of the City Code, and that
actual quantities required may increase or decrease. Bidder further agrees that
payments will be made on the basis of actual quantities placed and accepted in the
construction. Bidder acknowledges that price is only a factor in determining the lowest
responsible and responsive bidder.
05/08
00300-1
05-4893
Atlantic Isles Roadway and Utility Improvements
Bid Estimated
Item Description Quantity Unit Unit Price Estimated Total
I. General
1 Mobilization and Demobilization (< 5 %) LS $ $
2 MOT, per FDOT including temporary striping
and signage, barricades, barriers, arrow panels,
etc. as required. LS $ $
Subtotal-General $
II. Civil
A Demolition / Site Preparation
3 Asphalt pavement demolition/hauling and dispos 1 LS $ $
4 Driveway demolition/Hauling and disposal 1 LS $ $
5 Drainage structures to be removed or
abandoned in place and filled with flowable fill LS $ $
6 Relocate or adjust existing street signs LS $ $
7 Relocate power /Iight poles LS $ $
8 Relocate existing mailboxes LS $ $
B Earthwork
9 Green areas in R/W, including fine grade and
sod 425 CY $ $
10 Roadway earthwork 3,000 CY $ $
c Paving Works
11 Asphalt type, FC 12.7, 2.0 inches 8,400 SY $ $
12 8" limerock base 1 0,000 SY $ $
13 12" Stabilize sub-base material 10,000 SY
14 Select fill materials 3,350 CY $ $
1 5 Driveway restoration (concrete) 2,150 SY $ $
16 Type F curb and gutter 3,170 LF $ $
17 Valley gutter 2,175 LF $ $
18 Transition curb 500 LF $ $
19 Concrete flume 1 EA $ $
20 Flare end curb 4 EA $ $
21 Pavement seam joint at bridge location 1 LS $ $
D Drainage Structures and Piles
22 Curb drop inlets 22 EA $ $
23 Catch basin Type E 5 EA $ $
24 Catch basin Type D 8 EA $ $
25 Catch basin Type C 15 EA $ $
26 Control structures 1 EA $ $
27 Pollution retardant baffles 29 EA $ $
28 Furnish & Install 1 5" RCP drainage pipe &
fittings 770 LF $ $
05/08
00300-2
05-4893
Atlantic Isles Roadway and Utility Improvements
Bid Estimated
Item Description Quantity Unit Unit Price Estimated Total
29 Furnish & Install 18" RCP drainage pipe &
fittings 325 LF $ $
30 Furnish & Install 24" RCP drainage pipe &
fittinas 1,650 LF
31 Furnish & Install 30" RCP drainage pipe &
fittings 720 LF $ $
32 Tideflex rubber check valve 1 EA $ $
33 Yortech-Model 5000 1 EA $ $
E Sanitary Sewer System and Force Main per
W ASO Standards/Spec
34 8" PYC sanitary sewer 2,340 LF $ $
35 8" DIP sanitary sewer 120 LF
36 10" PYC sanitary sewer 270 LF $ $
37 12" PYC sanitary sewer 45 LF $ $
38 Sanitary drop manholes 48" dia. 1 EA $ $
39 Core drill existing manhole #24 1 EA $ $
40 Sanitary manholes 48" dia. 22 EA $ $
41 3" DIP force main 175 LF $ $
42 6" DIP force main 1,075 LF $ $
43 8" DIP force main 50 LF $ $
44 Miscellaneous sanitary PVC fittings 1 LS $ $
45 Miscellaneous DIP valves and fittings 1 LS $ $
46 W ASD lift station without generator set 1 LS $ $
47 6" sanitary laterals 62 EA $ $
48 6" Force main bridge crossing as per detail on
addendum (Bridge No. A) 63 LF $ $
49 6" Force main bridge crossing as per detail on
addendum (Bridge No. B) 51 LF $ $
F Pavement Marking and Striping
50 18" yellow solid line 76 LF $ $
51 18" white solid line 290 LF $ $
52 24" stop bar 18 LF $ $
53 6" double yellow 122 LF $ $
54 8" white 10'-30' skip 2,060 KLF $ $
55 8" white solid line 351 LF $ $
56 RPM amber/amber 85 EA $ $
57 RPM blue/blue 6 EA $ $
58 R5-1 do not enter 4 EA $ $
59 R6-1 L one way 2 EA $ $
Subtotal-Civil $
05/08
00300-3
05-4893
Atlantic Isles Roadway and Utility Improvements
Bid Estimated
Item Description Quantity Unit Unit Price Estimated Total
III. Electrical
A Street Lighting
60 Furnish and install decorative light pole cost 33 EA $ $
61 Furnish and install decorative light fixture cost 33 EA $ $
62 Wiring of light fixtures 33 EA $ $
63 Copper wiring (1/0 Awg) 1 6,000 LF $ $
64 Furnish and install 2" schedule 40 PVC conduit
to include trenching (6" x 12" deep), backfill $ $
and restoration 4,000 LF
65 Handholes 33 EA $ $
66 Copper clad ground rods 33 EA $ $
B Lift Station
67 Equipment rack 1 EA $ $
68 10 Awg copper wire 300 EA $ $
69 3 Awg copper wire 42 LF $ $
70 Fall 25kva transformer 1 EA $ $
71 Pump control panel 1 EA $ $
72 Disconnect switch (1 OOAO 1 EA $ $
73 1/2" RGS 300 LF $ $
74 Copper clad ground rods 1 EA $ $
Subtotal-Electrical $
IV. Miscellaneous
75 Contingency LS $ 250,000.00 $ 250,000.00
V. FPL Undergrounding
76 Allowance Account LS $500,000.00 $5,000,000.00
TOT AL BASE BID (Item I Thru VI 1$ ~
Written
(Contractor) (Date)
05/08
00300-4
05-4893
Atlantic Isles Utility and Roadway Improvements
Alternate Bid Items
Bid Estimated
Item Description Quantity Unit Unit Price Estimated Total
I. North Miami Beach Water Main Installation
1 Install 8" PVC Pipe C-900 2,510 LF $
2 Install 6" PVC Pipe C-900 420 LF $
3 Install 4" Polyethylene Casing Pipe 70 LF $
4 Install 2" Polyethylene Casing Pipe 770 LF $
5 SS straps 9 EA $
6 Install/Assembly of Fire Hydrants 6 EA $
7 Install 6" Transitional Sleeve 1 EA $
8 Install 8" Gate Valves 6 EA $
9 Install 6" Gate Valves 10 EA
10 Install 8" x 8" Tee 1 EA $
11 Install 8" x 900 Bend 4 EA $
12 Install 8" x 450 Bend 14 EA $
13 Install 8" x 22.50 Bend 2 EA
14 Install 8" x 11.250 Bend 3 EA $
15 Install 8" x 6" Tee 9 EA $
16 Install 8" x 6" Reducer 1 EA
17 Install 6" x 450 Bend 1 EA $
18 Install 6" x 22.50 Bend 1 EA $
19 Install 6" x 6"Tee 2 EA
20 Install 6" Cap 1 EA $
21 Install 6" x 2" Tapped Cap 2 EA $
22 Install Corporation Stop Tap to 8" DIP w/Tapping
Saddle 2 EA $
23 Install 2" RSGV 2 EA $
24 Install Service Connection 1" w/PVC Casing 34 EA
25 Install Service Connection 1" Double w/PVC 1 EA $
26 Install Service Connection 2" w/PVC Casing 6 EA $
27 Install Service Connection 2" Double w/PVC 10 EA $
Subtotal $
I. Force Main Bridge Crossing
28 6" Force Main Bridge Crossing Alternate Locations
(Bridge No. A) 63 LF $
29 6" Force Main Bridge Crossing Alternate Locations
(Bridge No. B) 51 LF $
Subtotal $
TOTAL FOR ALTERNATE ITEMS I & II 1$ I
Written
(Contractor) (Date)
05/08
00300-5
05-4893
BID SECURITY
Accompanying this Bid is a certified or cashier's check or a bid bond in the amount of $ 5% of
the bid made payable to the Owner which may be forfeited as liquidated damages if, in the
event this proposal is accepted, the undersigned fails to execute the Agreement and furnish and
pay for the required performance and payment bonds for the Owner within 10 days after
acceptance of the Bid; otherwise said certified or cashier's check or bid bond will be returned to
the undersigned.
The undersigned Bidder agrees to commence work within 10 days after the date of written
Notice to Proceed, and further agrees to substantially complete the work within 160 consecutive
calendar days after the date of written Notice to Proceed, subject to such extensions of time
allowed by the Conditions of the Contract.
The undersigned Bidder also agrees to complete the entire work within 170 days after the
Contract time commences to run.
The undersigned Bidder agrees that this Bid shall be good and may not be withdrawn for a
period of 60 days after the scheduled closing time for receiving bids.
The undersigned further agrees to forfeit to the Owner, as liquidated damages for each calendar
day elapsing between the date established as the date of final completion and the actual date of
final completion of the contract work, the amount of $2,000.00 per calendar day.
The Owner agrees, as a bonus for each calendar day of early completion before the date
established as the date of final completion and the actual date of final completion of the contract
work, the amount of $2,000.00 per calendar day. The bonus is limited to a maximum of
$60,000.00.
05/08
00300-6
05-4893
ADDENDA
Bidder acknowledges the receipt of Addendum No.'s
1.
12.
13.
14.
15.
Dated this _ day of
(month) (year)
Contractor:
Address:
*
SEAL
*
Attachments:
Subcontractor List
Bid Security
Trench Safety Act documentation
END OF DOCUMENT
05/08
00300-7
05-4893
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Document 00200
GEOTECHNICAL REPORT
See Attached
06/08 Final Version
00200-1
05-4893
NUlTlNG
ENGINEERS
Geotechnical & Construction Materials
Engineering & Testing · Inspection
Environmental Services
OF FLORIDA, INC.
ESTABLISHED 1967
Offices throughout the state of Florida
www.nuttingengineers.com.info@nuttingengineers.com
May I, 2007
Calvin, Giordano & Associates, Inc.
1800 Eller Drive, Suite # 600
Fort Lauderdale, Florida 33316
Attn: Mr. Ronnie S, Navarro, Engineer
Engineering Department (Broward)
Phone: 954-921-7781 e-mail: mavarro@calvin-giordano.com
Subject:
Reports of Exfiltration Tests
Atlantic Isles Utility & Roadway Improvements
City of Sunny Isles Beach, Florida
Work Order No. 101.36
Dear Mr. Navarro:
Nutting Engineers of Florida, Inc. has performed six exfiltration tests for the above referenced project. This report
presents a brief description of the field procedures, and the results of the exfiltration test.
Exfiltration tests were performed to a depth of twenty (20) feet below existing grade in accordance with South Florida
Water Management District (SFWMD) criteria for 'Usual Open-Hole' conditions. Initially, it was proposed to perform
the exfiltration tests to fifteen feet. However, due to the low permeability at this depth, it was decided to extend the
depth of the test to twenty feet.
Prior to starting the tests, a 6-inch diameter hole was augered to the test depth to determine the depth to groundwater
and to examine subgrade soils. After establishing the above parameters, the hole was stabilized by a full-length
perforated PVC pipe in accordance with South Florida Water Management District specifications. Water was then
pumped into the hole maintaining a constant water level at the ground surface, The stabilized flow rates were
recorded in one minute intervals for a total of 10m inutes.
The exfiltration tests revealed the hydraulic conductivity ('K'-value) of the soils ranged from 3.85 X 10-5 to 8.08 X
10-5 cubic feet per second per square foot per foot of head, Soil descriptions and flow rates for the tests are shown on
the attached exfiltration summary sheet. We note that the water table was encountered at depths in the range of
approximately 2.0 to 3.5 feet below the existing ground surface.
We appreciate the opportunity to provide these services for you. Should you have any questions, or if we can be of
further assistance, please feel free to contact us.
Respectfully Subl1l itted:
NUTTING ENGINEERS OF FLORIDA, INC.
/~/--- ."
/--"../'//
1-/"
Muhammad Irshad, E.I, B.N
Project Ivlanager
Rt~/;/07
Richard \Vohlfarth, P.E, #50858
Director at' Engineering
Calv ill Gi.lflloll1\ '_AtlillllicUlil il~ 8: l{oaJwilv Improvcmcllt E.xf-I.Cllcr. I 10 I..li> 1\ II
8175 WEST 32"0 AVENUE · SUITE 2 · HIALEAH, FLORIDA 33018 · (305) 557-3083 · Fax (305) 824-8827
Broward (954) 941-8700' Hillsborough (813) 866-8800' Palm Beach (561) 736-4900
N utti ng Engineers
of Florida, Inc.
Established 1967
Geotechnical & Construction Materials
Hydrogeology & Monitoring Wells
Engineering. Inspection . Testing
Client: Calvin Giordano & Associates, Inc.
Project: Atlantic Isle Utility & Roadway Improvements
Location: at City of Sunny Isles Beach, Florida
Test: Usual Type Open Hole Exfiltration Test
Order No.: 101.36
Report No.: 1
Date: 4/11/2007
Surface Elevation:
Water table from ground surface:
Existing grade elevation
3.5 feet
Casing Diameter:
Tube Depth:
6 -in.
15 -feet
One Minute Pumping
EXFIL NO. EX - lA Increment Rate in
Gal/Min
1 1.1
2 1.0
Sample Location: Approximately 37 ft. North & 34 Ft East from northwest corner 3 1.0
of the property at 334 Atlantic Avenue 4 1.0
5 1.0
Material Description: 0' - l' Existing asphalt pavement with limerock subbase 6 0.9
l' - 2' Brown silty sand with rock 7 0.9
2' - 3' Tan silty sand with limestone 8 0.9
3' - 15' Grey silty sand with peat, organics and trace of shell frag. 9 0.9
10 0.9
The above test was performed and calculated as presented in the manual
"Design of Exfiltration Trench to meet SFWMD Regulatory Criteria".
Average Flow Rate, Q = 1,0 gallons per minute (gpm)
Hydraulic Conductivity, K = 2.90 x 10 -5 cfsjft2ft.head
Prepared By: M:~I
}
i~~(AI
Richard WOhlfarjh, P.E. No, 50858
Z ..Ir;h~d P~rcol,ltIol1 CJI'/Irl Clorddno-I 0 136 P~rcolatiul1 I~;[ cx~ Id; I C,I'II" Ciard~no 101 36
.
Nutting Engineers
of Florida, Inc.
Established 1967
Geotechnical & Construction Materials
Hydrogeology & Monitoring Wells
Engineering. Inspection . Testing
Client: Calvin Giordano & Associates, Inc.
Project: Atlantic Isle Utility & Roadway Improvements
Location: at City of Sunny Isles Beach, Florida
Test: Usual Type Open Hole Exfiltration Test
Order No.: 101.36
Report No.: 1
Date: 4/12/2007
Surface Elevation:
Water table from ground surface:
Existing grade elevation
2.0 feet
Casing Diameter:
Tube Depth:
6 -in.
20 -feet
One Minute Pumping
EXFIL NO. EX - 2 Rate in
Increment Gal/Min
1 2.1
2 2.1
Sample Location: Approximately 64 ft. North & 8 ft West from northwest corner 3 2.1
of the property at 288 Atlantic Avenue 4 2.1
5 2.1
Material Description: 0' - l' Existing asphalt pavement with limerock subbase 6 2.1
l' - 3' Light tan sand with limestone 7 2.0
3' - 4' Tan & brown silty sand with trace of shell fragments 8 2.0
4' - 6' Gray: 9 2.0
6' - 8' Brown sand with organics and shell 10 2.0
8' -15'
15'-20'
Lime rock, (no return)
Light tan limestone with silty sand
The above test was performed and calculated as presented in the manual
"Design of Exfiltration Trench to meet SFWMD Regulatory Criteria".
Average Flow Rate, Q = 2,1 gallons per minute (gpm)
Hydraulic Cond uctivity, K = 7.63 x 10 -5 cfsjft2ft.head
Prepared By iV~
K~
Richard WOhlf,irth, P.E. No, 50858
.I
Z.\lrshJci Percolauon Cal'lIn CiordJno.IO; 36,Percolation Test EXLbf I CalVin C'Jrdano 10136
Nutting Engineers
of Florida, Inc.
Established 1967
Geotechnical & Construction Materials
Hydrogeology & Monitoring Wells
Engineering. Inspection . Testing
Client: Calvin Giordano & Associates, Inc.
Project: Atlantic Isle Utility & Roadway Improvements
Location: at City of Sunny Isles Beach, Florida
Test: Usual Type Open Hole Exfiltration Test
Order No.: 101,36
Report No.: 1
Date: 4/12/2007
Surface Elevation:
Water table from ground surface:
Existing grade elevation
2.0 feet
Casing Diameter:
Tube Depth:
6 -in.
20 -feet
One Minute Pumping
EXFIL NO. EX - 3 Increment Rate in
Gal/Min
1 1.9
2 1.9
Sample Location: Approximately 9 ft. South & 16ft East from sothwest corner 3 1.9
of the property at 275 Atlantic Avenue 4 2.0
5 2.0
Material Description: 0' - l' Existing asphalt pavement with limerock subbase 6 2.0
l' - 3' Light tan limestone with silty sand 7 2.0
3' - 4' Tan & brown silty sand with trace of shell fragments 8 2.0
4' - 7' Gray sand and shell fragments 9 2.0
7' - 9' Brown sand with organics and shell 10 1.9
9' - 20' Limerock ( no return)
The above test was performed and calculated as presented in the manual
"Design of Exfiltration Trench to meet SFWMD Regulatory Criteria".
Average Flow Rate, Q = 2,0 gallons per minute (gpm)
Hydraulic Conductivity, K = 7.26 x 10 -5 cfsjft2ft.head
Prepared By: M~/
Richard Wohlf
Z ,Ir;hdd Percolduon,(al.lin Glorddno-IOI 36 Percolation Test EXl-'o; 1 (311in Giardano 10136
Nutting Engineers
of Florida, Inc.
Established 1967
Geotechnical & Construction Materials
Hydrogeology & Monitoring Wells
Engineering. Inspection . Testing
Client: Calvin Giordano & Associates, Inc.
Project: Atlantic Isle Utility & Roadway Improvements
Location: at City of Sunny Isles Beach, Florida
Test: Usual Type Open Hole Exfiltration Test
Order No.: 101.36
Report No.: 1
Date: 4/12/2007
Surface Elevation:
Water table from ground surface:
Existing grade elevation
2.0 feet
Casing Diameter:
Tube Depth:
6 -in.
20 -feet
One Minute Pumping
EXFIL NO. EX - 4 Increment Rate in
Gal!Min
1 1.1
2 1.1
Sample Location: Approximately 41 ft. North & 29 ft West from norteast corner 3 1.1
of the property at 256 Atlantic Avenue 4 1.1
5 1.0
Material Description: 0' - l' Existing asphalt pavement with Iimerock subbase 6 1.0
l' - 3' Light tan limestone with silty sand 7 1.0
3' - 6' Gray silty sand with shell fragments 8 1.0
6' -10' Brown silty sand with organics 9 1.0
10'- 20' Limerock (no return) 10 1.0
The above test was performed and calculated as presented in the manual
"Design of Exfiltration Trench to meet SFWMD Regulatory Criteria".
Average Flow Rate, Q = 1.0 gallons per minute (gpm)
Hydraulic Conductivity, K = 3.85 x 10 -5 cfs/ft2ft.head
Prepared By: %/
/
/?li:c
Richard Wohlfar h, P,E. No, 50858
z. Irshad Percolation .Cal'lIn ClordJ:"lo-1 0 I 36' Percola,ion Tes[ EX~'b( I Cal,in ClarLlano 101 36
Nutting Engineers
of Florida, Inc.
Established 1967
Geotechnical & Construction Materials
Hydrogeology & Monitoring Wells
Engineering. Inspection . Testing
Client: Calvin Giordano & Associates, Inc.
Project: Atlantic Isle Utility & Roadway Improvements
Location: at City of Sunny Isles Beach, Florida
Test: Usual Type Open Hole Exfiltration Test
Order No.: 101.36
Report No.: 1
Date: 4/12/2007
Surface Elevation:
Water table from ground surface:
Existing grade elevation
2.5 feet
Casing Diameter:
Tube Depth:
6 -in.
20 -feet
One Minute Pumping
EXFIL NO. EX - 5 Rate in
Increment Gal/Min
1 1.5
2 1.5
Sample Location: Approximately 18ft. South & 30 ft East from southwest corner 3 1.4
of the property at 231 Atlantic Avenue 4 1.4
5 1.4
Material Description: 0' - l' Existing asphalt pavement with limerock subbase 6 1.3
l' - 3' Light tan limestone with silty sand 7 1.3
3' - 6' Gray silty sand with shell fragments 8 1.3
6' -10' Brown silty sand with organics 9 1.2
10'- 20' Limerock (no return) 10 1.2
The above test was performed and calculated as presented in the manual
"Design of Exfiltration Trench to meet SFWMD Regulatory Criteria",
Average Flow Rate, Q = 1,4 gallons per minute (gpm)
Hydraulic Conductivity, K = 4.05 x 10 -5 cfsjft2ft.head
Prepared By: M~
RiChacd~~~ No 50858
Z ,ir;hdd PercoidtlOIl Cai'lIn Giordano - 101 36. Percol,Hlon Te,[ EX}-'Ui I Calvin Giad.lno Ii) 1.36
Nutting Engineers
of Florida, Inc.
Established 1967
Geotechnical & Construction Materials
Hydrogeology & Monitoring Wells
Engineering. Inspection . Testing
Client: Calvin Giordano & Associates, Inc.
Project: Atlantic Isle Utility & Roadway Improvements
Location: at City of Sunny Isles Beach, Florida
Test: Usual Type Open Hole Exfiltration Test
Order No.: 101.36
Report No.: 1
Date: 4/13/2007
Surface Elevation:
Water table from ground surface:
Existing grade elevation
2.5 feet
Casing Diameter:
Tube Depth:
6 -in.
20 -feet
One Minute Pumping
EXFIL NO. EX - 6 Increment Rate in
Gal/Min
1 2.8
2 2.8
Sample Location: Approximately 14 ft. South & 25 ft West from southeast corner 3 2.8
of the property at 211 Atlantic Avenue 4 2.7
5 2.7
Material Description: 0' - l' Existing asphalt pavement with limerock subbase 6 2.7
l' - 3' Light tan limestone with silty sand 7 2.6
3' - 6' Gray silty sand with shell fragments 8 2.6
6' -10' Brown silty sand with organics 9 2.6
10'- 20' Limerock (no return) 10 2.6
The above test was performed and calculated as presented in the manual
"Design of Exfiltration Trench to meet SFWMD Regulatory Criteria".
Average Flow Rate, Q = 2.7 gallons per minute (gpm)
Hydraulic Conductivity, K = 8.08 x 10 -5 cfsjft2ft.head
Prepared By MJ~
Richard Wohlf rth, P.E. No, 50858
z. Ir>hld,P~rcold[lOr. Cdlvin CloreJ.\no-iOI 36'Percola[lon Te>l EX\-EVr I Calvin Clardano 10136
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Nutting Engineers
of Florida, Inc.
Established 1967
Geotechnical & Construction Materials
Hydrogeology & Monitoring Wells
Engineering. Inspection . Testing
Client: Calvin Giordano & Associates, Inc.
Project: Atlantic Isle Utility & Roadway Improvements
Location: at City of Sunny Isles Beach, Florida
Test: Usual Type Open Hole Exfiltration Test
Order No.: 101,36
Report No.: 1
Date: 4/12/2007
Surface Elevation:
Water table from ground surface:
Existing grade elevation
3.5 feet
Casing Diameter:
Tube Depth:
6 -in.
20 -feet
I
One Minute Pumping
EXFIL NO. EX - 1 Increment Rate in
Gal/Min
1 2.0
2 2.0
Sample Location: Approximately 37 ft. North & 34 ft East from northwest corner 3 2.0
of the property at 334 Atlantic Avenue 4 2.0
5 1.9
Material Description: 0' - l' Existing asphalt pavement with limerock subbase 6 1.9
l' - 2' Brown silty sand with rock 7 1.9
2' - 3' Tan silty sand with limestone 8 1.9
3' - 16' Grey silty sand with peat, organics and trace of shell frag. 9 1.9
16'- 20' Light tan silty sand with limestone 10 1.9
The above test was performed and calculated as presented in the manual
"Design of Exfiltration Trench to meet SFWMD Regulatory Criteria".
;
I
Average Flow Rate, Q = 1,9 gallons per minute (gpm)
Hydraulic Conductivity, K = 4.27 x 10 -5 cfs/ft2ft.head
Prepared By:
~
Richard Wohlfar ,P.E. No. 50858
L. IrshJd,PercoIJllOn,Cal'/in G,orJano-iOI,36 Percolallon lei, Ell-lor I Cal'/in G,ardano 101,35
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City of Sunny Isles Beach
18070 Collins Avenue
Sunny Isles Beach, Florida 33160
Mandatory Pre-Bid Conference Summary Minutes
Wednesday, June 4, 2008 at 10:00 a.m.
Bid No. 08-06-01, Atlantic Isles Utility and Roadway Improvements
City Clerk Jane Hines opened the Pre-Bid Conference. Sabrina Baglieri, Construction Services,
Calvin Giordano and Associates, handed out Addendum No.1 which included Plan Sheets that
replaces the original Plan given out with the Bid Package, and the North Miami Beach Plan Sheets 1
thru 9 to be part of Alternate No.1 of the Bid Schedule. Whoever has not picked up plans yet, can
pick them up tomorrow from the City Clerk's Office and they will include Addendum No.1.
Deadline for submission of bid documents is Monday, June 16,2008 at 11:30 a.m. at which time
those sealed bids will be publicly opened. Any additional questions are required to be in writing
and may be submitted up to five (5) days before the bid opening (Wednesday, June 11,2008), which
will be answered and forwarded to all of today's participants. You may email them to Sabrina
Baglieri at sbaglieri(cV,calvin-giordano.com
Ms. Baglieri noted that we are looking at awarding this project at the July 17,2008 City Commission
meeting, and after it is awarded, the contractor will have about 30 days to process all the contract
documents, bonds, insurance, etc., and we are looking to issue the Notice to Proceed by mid August.
She presented an overall description ofthe project, and encouraged everyone to review Section 500
and Section 100 instructions to bidder regarding insurance requirements. She noted that this is a
critical project in time lines, and has very high liquidated damages after substantial completion, and
$2,000 per day until final completion, and for the first time, we have an early completion bonus of
$2,000 not to exceed $60,000.
Ms. Baglieri announced that a revised Section 300 is going to be issued as Addendum No.2 that we
are going to fax to everyone, including the summary minutes of today' s meeting. She noted that the
requirements should not change too much but we do want to make some adjustments based on the
revised plans, and also we have the North Miami Beach (NMB) Plan Sheets as an alternative item,
which is for installation only, NMB has not made a decision as they are coming up with a new water
main. We will add an allowance number for doing the layout of the undergrounding for FPL. NMB
will be separate because it is not part of the base bid depending on how the numbers will come,
NMB will decide if they will go with your numbers or if they will do it themselves.
Ms. Baglier introduced Engineer Ronnie Navarro also of Calvin Giordano and Associates, who went
over the technical points of the project. He said Addendum No.1 has a new set of specifications to
be in accordance with DERM and W ASA comments, but we are good on the gravity sewer. For the
drainage system we have taken out most of the swales, you are not going into a drainage swale but a
cortex system as a solution for the stormwater system. Weare anticipating one old form instead of
08-06-01 Pre-Bid Conference QA Page 1 of 7
two as shown in the old plan. We will be using a rubber checkmark for that called a pipeplex, all
crossing pipes should be ICP, and that is the change.
QUESTIONS AND COMMENTS FROM PROSPECTIVE BIDDERS
1. Budget for job?
$3.5 Million Dollars, that docs not includc the altcrnatc or thc allowancc.
2. On the schedule of values you showed the allowance line I-52?
The wholc Section 300 is going to be revised and reissucd as an addendum.
3. Clarify the Alternate, the alternate can go to any other contractor?
No, we want the same contractor to do all the work.
4. Then when we evaluate the price, we are not going to worry about the alternate whether it is
high or low?
No, don't worry about the altcrnate. That will be done on the base bid.
5. The Performance Bond, does that include the alternate if you are awarded?
Yes if you are awarded, but your bid bond will only be 5%1 of your base bid.
6. That $3.5 Million Dollars estimate is without alternate.
Yes.
7. Will the FPL be included as an alternate?
It is going to be an allowance because we don't have plans yet from FPL, and so when
Section 300 is rcissued there will bc an allowance item. It will bc basically the duct
work, just thc conduits and the lines will be donc by FPL
8. Do you have to be an FPL approved contractor to do that part of the work?
No not for thc conduits, but that will bc verified and it will be added to the Addendum.
9. Does FPL supply the conduits?
Yes and they supply thc design as wcll which we don't have at this time. They will also
come up with the number for the estimate, and we will put that as an allowance item.
10. Does FPL do the Street Lighting?
No. That is part of this project, not FPL, and it is in Addendum No.1. FPL has the
plans done but we are waiting on a price from them on the cost. FPL is doing the
service line, overhead lines that they have for the house ifthey want to go underground,
~md so basically we are going to put the conduits in the boxes so they can come up with
the wiring and connect all the house underground so the overheads will be removed.
11. Remove light poles, according to the City all were to be relocated?
At the beginning there was discussion as to what type of poles that the residents would
like, and again, Section 300 will be reissued as an Addendum. Also, we are talking
about some 60 homes there, everyone is tying into the sewer, everyone has accepted
08-06-01 Pre-Bid Conference QA
Page 2 of 7
this, and we are still working it out to sec if we can get one contractor to pull the scptic
and tic into thc sewers, etc., at a level price. That is not part of the contract but it is
something that might be included for whoever is choscn or we may have to go out to
bid. We have to talk to the City Attorney's office regarding that.
12. Do the new plans have light fixtures?
Yes, there is an automatic lighting layout and pictures with specifications, and that is
mainly why Scction 300 is being reissued as an Addcndum.
13. When we do the demolition, the driveways will be affected and it will be very difficult to
match the driveways.
All the owners havc been put on notice, we told them what is right-of-way, if they have
pavers and somc of thcm have started to remove their pavers out of the way, anything
that is in the right-of-way that they want to keep they should remove, and if they are
not removed by the time we start the project, go ahead and bulldoze it out. The
replacement is there, the first tcn feet is asphalt and all uniform, and from that point on
they are going to put in their own pavers. If you damagc anything on private property
then it will have to be replaced.
14. Do the new plans have a clear definition of what you want in restoration, as in the previous
set the demolition plans did not match the restoration plans?
We will double check and include in Addendum.
15. Information on soil bars.
Information is in Section 210C, information will be put in Addendum 2.
16. On restoration, will you make it clear whether or not we have to restore the right-of-way?
Yes. Anything outside the area is the contractor's responsibility to restore it, i.e. knock
down a tree on private property. W c did something similar in Golden Shores where we
redid the drainage areas and we came to an understanding that the contractor would
restore it at whatevcr cost it was to the owner. Right now the first ten feet is yours.
Thcre is ~l temporary construction casement within their property so you are able to
work in that arca so you can match the driveways.
17. There is not a pipeline going through the swale area?
You need to follow whatever thc plan says, the whole idca is that you will re-grade it so
the drainagc will work.
18. How many days for the project?
160 days for project completion.
19. Is that enough time to allow access for the homeowners?
Yes. Maintenance of traffic: this is the only way in and out of this area. The
homeowners undcrstand that there will be some certain times or hours that you will
have to block a lane, but you must have constant communication with them and the
goal is to have at least one lane open at all times. You will have to have personnel there,
08-06-01 Pre-Bid Conference QA
Page 3 of 7
~\ flagman at all times. After 5:00 p.m. and you are finished for the day, make sure it is
accessiblc as well as to the houscs.
20. What are the hours for noise?
City Ordinance is from 7:00 a.m. to 7:00 p.m. Monday through Friday, 9:00 a.m. to
5:00 p.m. on Saturday, and no Sundays or Holidays. City can make some cxtensions.
21. Allowances for bringing in materials?
We have DOT fabric, we calculated that on-line items but we will check and add to
Addendum.
22. Testing?
We are going to concentrate more on the sewcr to make surc it has a good bedding.
Road wise, that road has been there a while, so hopefully it is already pretty well
compacted except the widening of the roads because of the curbing.
23. Do you have definitions as far as how deep.
We are still debating but about 3-feet.
24. Trench as well?
.Just for the
25. Do you have a special Control Plan for the middle while we are working there?
Fencc around it.
26. Staging area?
Ycs.
27. Coding for the lift station and the manholes, any special liner?
Everything regarding the sewer is based on Miami-Dade Water and Sewer Standards,
so just follow that.
28. Compaction testing is the contractor's responsibility and we have to pay for them according
to contract documents?
Yes, any type of tcsting that needs to be submitted signed and scalcd by your lab, and
should bc included in your costs.
29. Do you want per lift on the base, three for every 1,000 feet, two-tiers, sub-base will be
expensive.
Yes, we will confirm exactly how many tests we are looking for.
30. What is the holiday schedule?
City Hall is closed on all regular holidays with thc cxception of Columbus Day which
falls on Octobcr 13th this year, and we are closed on the day after Thanksgiving as well.
08-06-01 Pre-Bid Conference QA
Page 4 of7
31. Pipe trench envelopes, you had talked about 6-inches below, is that as far as you are looking
for mucking, or do we need to go beyond that?
The specs will state that, usually the pipes go down until you find the material.
32. What is the definition, just until you find the muck/material?
We will dcfine what the worst scenario will be for us and add to the Addendum.
33. Are there any wells?
No.
All the designs, permits will be placed by the time of the bid opening C.June 16,2(08),
the contractor is going to be responsible for ~lDY additional cost of permits, you need to
get your dewatering permits, etc., and so it is the contractor's responsibility to obtain it
and pay for it, so those fees should be included.
34. Will those fees be reimbursed by the City?
No, you need to put it in you number.
35. Sprinklers on Collins Avenue, Manhole, is that a DOT right-of-way?
Yes, and the City will apply for the spccial permit for connection, but it will be the
contractor's responsibility for the MOT on lane closures, etc.
36. Do you have to be prequalified by DOT to do that work?
No.
37. Do we attach that force main to the outside of bridge?
It will be a terminating manhole prior to W ASA's existing manhole, it is a drop
manhole.
38. Do you have to go over the bridge?
Yes. The pipe will be on top of the deck. There is a detail in plans.
39. Inside or outside of wall?
Outside.
40. Can we get trucks and equipment over the bridge?
Everything is ol<.ay for those two front bridges. The only bridge that you can't use is
the interior small bridge that goes over the little lagoon, it is historic. Do not touch it.
41. Pump station, lift.
We are still in the process of application for the lift station. County standards need to
be followed.
42. For W ASA we have to have proof of bills before starting the countdown on delivery, can you
accelerate that process?
Yes, we have turn around in about a week.
08-06-01 Pre-Bid Conference QA
Page 5 of 7
43. Will there be a time extension for bid opening?
Not at this time unless we cncounter somc kind of problem with permits, etc.
44. Will you extend time for the contract if conduits are not in place?
Wc are open to any of your input.
45. Are we going to make a Site Visit?
No, not today.
46. You mentioned that in the right-of-way there is an additional 1 O-foot construction easement?
Yes, just to go insidc their propcrty but you probably won't necd it, it is in place as a
safeguard.
47. You are saying that there are agreements in place, everything is in writing?
Yes, we have permission to be thcre.
48. The clean house that needs to be installed, install in front of property line?
The clean house for when you change to scptic, .iust at the border. It is in the plan and
is W ASA standard.
49. Striping?
Yes, there should be a pavement marking signs.
50. How many?
Will be in plans, a lump sum, page 300-04.
We want to make sure you are familiar with this area becausc you will have water
problems, you will havc to figurc out what to do with thc water. It is in the contractor's
ballpark, wc are not going to tell you the means and methods but we arc going to tell
you if )'OU are not doing it right.
51. You said you will not get into means and methods, and so you are alright with wet
installations?
Ycs.
52. Milling and Overlay: in the metric pavement, cost for %-Inch of milling?
We will take a look at it and that item will bc changed.
53. Any septic tanks in front?
We don't have the location of the scptic tanks at all, cach one is individual. The
propcrty owncr has to have it insidc their property line and you won't be going into
their property at all. You have a swale arca of around 15 to 20 feet and you should stay
within that.
We necd to make surc you submit MOT plans for approval within the City, it is City
standards whcn you are down to one lanc you will have to have thc Police in therc. You
08-06-01 Pre-Bid Conference QA
Page 6 of 7
mayor may not as it is an interior street. The contractor coordinates it and the City
will pay for it. If you are going to obstruct the entrance on Collins and have lane
closures you may have to have Police, but we will meet with Robert Solera who is in
charge of traffic here.
54. A special time to perform work in that section there?
As quickly as possible, the quicker the better, the City does not have any set time but
you might want to do it at night to ~llleviate connections, etc. This is why you must
bring your MOT to DOT because we don't know how much you will need to encroach
in there.
55. What color for sidewalk?
No sidewalk there at all.
We would like to get feedback from you on how you envision this project going along,
opening and closing sections as you go, or gutting it out all at once. It is depending on
time constraints, it would be faster to gut it all out at once, but we don't want any holes.
56. In October there is high tide, would you consider another time, as the water is a foot higher
than it is now.
The Mayor, an ex-Commissioner, and a new Commissioner lives there, and we would
like to give them a realistic timeline. If you piecemeal it, it is going to take longer, but
if you tear it up all at once you may be able to do it faster. It is either or.
57. Will we get a copy of the sign-in sheets?
Yes, it will be part of the Addendum. It will be sent out in a couple of days.
The Pre-Bid Conference was concluded at 10:53 a.m.
08-06-01 Pre-Bid Conference QA
Page 7 of 7
",.,./'...
City of Sunny Isles Beach
Mandatory Pre-Bid Conference - Sign-In Sheet
Bid No. 08-06-01
For Atlantic Isles Utility l.d Roadway Improvements
18070 Collins Avenue, 1st Floor Mee' g Room, Sunny Isles Beach, FL 33160
Wednesday, Jun 4,2008,10:00 a.m.
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Mandatory Pre-Bid Conference - Sign-In Sheet
Bid No. 08-06-01
for Atlantic Isle Utility and Roadway Improvements
18070 Collins Avenue, 1"t Floor Meeting Room, Sunny Isles Beach, FL 33160
Wednesday,]une 4, 2008, 10:00 a.m.
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~ Mandatory Pre-Bid Conference - Sign-In Sheet
Bid No. 08-06-01
for Atlantic Isle Utility and Roadway Improvements
18070 Collins Avenue, lit Floor Meeting Room, Sunny Isles Beach, FL 33160
Wednesday, June 4, 2008,10:00 a.m.
Name: 5alllad,lt' GUZM~'" Title: O-lft:.t". .lfaI14?ey-
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Fax: ~-OCfo-3307
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Address: rc.c'S~:\{w 9'6 8UQ..
Phone: 3D~- S $7 - ~l~~
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" Mandatory Pre-Bid Conference - Sign-In Sheet
Bid No. 08-06-01
for Atlantic Isle Utility and Roadway Improvements
18070 Collins Avenue, 1at Floor Meeting Room, Sunny Isles Beach, FL 33160
Wednesday, June 4, 2008, 10:00 a.m.
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Address: 3 zo J It V City: S 06Jc:I X5~ate: ~ Zip: 3 3/ ~O
Phone: 3?\) q J '1- q 0foL. Fax:COJ) tj {q ~ 1073 Email: fi OSm ()f1I/SoJh.
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Address: ,S',\ ~ '2.. \ 5 \)IJ \ A S\ . City~ LI~ t..)'\ ~ \' \ '\HJ State: ~Lf\. Zip: '33?:> \ '1
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Name: Fl/.f"9l 'Si'1^+'~ffi&i'~'A a.. Title: B~; m ~4-0'"
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Mandatory Pre-Bid Conference - Sign-In Sheet
Bid No. 08-06-01
for Atlantic Isle Utility and Roadway Improvements
18070 Collins Avenue, 11t Floor Meeting Room, Sunny Isles Beach, FL 33160
Wednesday, June 4, 2008, 10:00 a.m.
Name: .J-t.eGTu tf t~eYJe-~s Title:
Company Name: ,~ S,'()f) {,t}. G~/H1V-' ~ ,J11ao ~(:iL C;,~'1/'~,--I~/,'5 6r
Address: 5/0 D uJ. tl:.,~ M.;J7mCity: f/b:Jc.. -~ State:
Phone: (CfS"I )97/- ,/0/0 Fax:(f54-' FI71-ffJ"tJ Emall:
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'. Address: \ 2~ 9.) N, W ~OJ
Phone: ~ QC;-~2t{ ~7Y Fax:
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'Name: I),)lty'~ 2f:l:3EowJ /G, r
Company Name: fO~ T~ /t1N.API:T
Address: 7..11-9 IVLu /<1 Sf
Phone: q S'-{ 97 I ,. 2- 7 7
Title: 1t55Tf P/!-cL /vtG,L!.
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City: foJA.p. P'~H.
Fax: 9SLf 9'71 ~ '7.,& 7
State: FL. Zip: 330" 7
Emall: ~bL @. fO.tJef-M~l"'e, AlEt
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Name: J
Company Name: S~i0~T~g~e, ~iV\ee-.n~ ,
Address: 832>2 N W 76 -tt.. sf: City: \ft1 rt:4,,\M I State: F0 Zip: 36 J 6'=
Phone: 786W8~SJ8</t:t'7 Fax:7Bb-8C1~Je<lq7 Email: '\"J. \'2~ic"iQt:\ol
Title: 0 ;\I\CAr ~ &C}Vlee y
Name: ~~i:.~~, \l()..~, Title: ? r'\<
Company Name: ~CUj ~u~r~~ SZI2.'(L ~. ~ I
Address:~~"2S~v....~"t\. 'JQ...~~2,< City: ~'-'\d.\to'\t' State: ~'-' Zip: s'l~Jd
, Phone: '3~,~<C~<\1.. Fax: ~~.~~ f~'G.- Emall: .:\(.)r-su a.\c:l-e.'S~"o-r
'Name: ,,~d'~r~ ,~it.~Q Title: ,', '
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Address: $~ ~ 'I 6 tv ll>l;(~ity~ .. State: JCZ Zip: ~ ~ I/I!"~
Phone: . ~ o.9-f, '/-itl-3:7iJ- Fax:.3oS'~'br'q;t~ Emall: ()~r:i,.,~/7" "ff7;~
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