HomeMy WebLinkAboutSolo Construction Corp.
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SECTION 00300
BID FORM
Bid of So \0 Cons-rlucilon Co('poro+lor\
Address 32,:'5 Cf)(Y)(Yl<?r-r~ -PClC'kw(~ ~Lromac FI 3~oJ..S
Phone (30S)Q44- - ~q d, ~
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 combinntion 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.
l:GE:IV 0
JUL 0 7 2008 \~.
ory at Sunny _I 886d1
OffICe at ltle CI Clerk
05/08
00300-1
05-4893
Atlantic Isles Utility and Roadway Improvements
Bid Estimated Estimated
Item Descri tion Quantit Unit Unit Price Amount
I. General
1. Mobilization and Demobilization (<5%) LS $150,000.00 $150,000.00
2. MOT. per FDOT including temporary striping
and signage, barricades, barriers, arrow panels,
etc. as required. LS $50.000.00 $50,000.00
Subtotal-General $200,000.00
II. Civil
A Demolition / Site Preparation
3. Asphalt pavement demolition/hauling and disposal LS $30,000.00 $30.000.00
4. Driveway demolition/Hauling and disposal LS $25,000.00 $25,000.00
5. Drainage Structures to be removed or abandoned
in place and filled with flowable fill LS $10,736.00 $10,736.00
6. Relocate or adjust existing street signs LS $1,012.00 $1.012.00
7. Remove power /Iight poles LS $0.00 $0.00
8. Relocate existing mailboxes LS $2,000.00 $2,000.00
B Earthwork
9. Green areas in R1W, including fine grade swales
and sod (between back of curb and R1W) LS $30,000.00 $30.000.00
10. Roadway earthwork LS $40,000.00 $40,000.00
C Paving Works
11. Asphalt type, FC 12.5,2.0 inches 8,400 SY $12.00 $100,800.00
12. 8" Iimerock base 10,000 SY $18.00 $180,000.00
13. 12" Stabilize sub-base material 11,000 SY $2.00 $22,000.00
14. Select fill 3,350 CY $10.00 $33,500.00
15. Driveway restoration (per detail on sheet C-19) 2,150 SY $18.00 $38.700.00
16. Type F curb and gutter 3,170 LF $20.00 $63,400.00
17. Valley gutter 2,175 LF $17.00 $36,975.00
18. Transition curb 500 LF $20.00 $10,000.00
19. Concrete flume 5 EA $800.00 $4.000.00
20. Flare End Curb 4 EA $550.00 $2,200.00
21. Pavement seam joint at bridge location 1 LS $2.800.00 $2,800.00
D Drainage Structures and Piles
22. Curb drop inlets 22 EA $2,600.00 $57,200.00
23. Manhole Cover & Frame 2 EA $1.000.00 $2,000.00
24. Catch basin Type E 3 EA $3,669.06 $11,007.18
25. Catch basin Type D 8 EA $3,670.06 $29,360.48
26. Catch basin Type C 14 EA $2,500.00 $35,000.00
27. Control structures 1 LS $11,567.57 $11,567.57
28. Pollution retardant baffles 26 EA $244.95 $6,368.70
29. Furnish & Install 15" RCP drainage pipe complete
(including but not limited to excavation, bedding,
backfill, compaction & restoration as per plans
and specifications) 770 LF $38.00 $29.260.00
05/08-Addendum NO.5
00300-2
05-4893
Atlantic Isles Utility and Roadway Improvements
Bid Estimated Estimated
Item Descri tion Quantit Unit Unit Price Amount
30. Furnish & Install 18" RCP drainage pipe complete
(including but not limited to excavation, bedding,
backfill, compaction & restoration as per plans
and specifications) 325 LF $50.00 $16,250.00
31. Furnish & Install 24" RCP drainage pipe complete
(including but not limited to excavation, bedding,
backfill, compaction & restoration as per plans
and specifications) 1,650 LF $92.42 $152,493.00
32. Furnish & Install 30" RCP drainage pipe complete
(including but not limited to excavation, bedding,
backfill, compaction & restoration as per plans
and specifications) 720 LF $107.63 $77,493.60
33. Ultralite Tideflex Check Valve 1 EA $8,000.00 $8,000.00
34. Vortech-Model 5000 1 LS $65,000.00 $65,000.00
E Sanitary Sewer System and Force Main per
WASD Standards/Spec
35. F&l 8" PVC sanitary sewer complete (including
but not limited to excavation, bedding, backfill.
compaction & restoration as per plans and
specification) 2,340 LF $65.00 $152,100.00
36. F&l 8" DIP sanitary sewer complete (including but
not limited to excavation, bedding, backfill,
compaction & restoration as per plans and
specification) 120 LF $100.00 $12,000.00
37. F&110" PVC sanitary sewer complete (including
but not limited to excavation. bedding, backfill,
compaction & restoration as per plans and
specifications) 270 LF $70.00 $18,900.00
38. F&112" PVC sanitary sewer complete (including
but not limited to excavation, bedding. backfill,
compaction & restoration as per plans and
specifications) 45 LF $120.00 $5,400.00
39. Sanitary drop manholes 48" dia. 1 EA $3,040.00 $3,040.00
40. Core drill existing manhole # 24 1 EA $600.00 $600.00
41. Sanitary manholes 48" dia. 22 EA $2,000.00 $44.000.00
42. F&I 6" DIP force main complete (including but not
limited to excavation, bedding, backfill,
compaction & restoration as per plans and
specification) 1,150 LF $60.00 $69,000.00
43. F&l 6" DIP force main complete (including but not
limited to excavation, bedding, backfill,
compaction & restoration as per plans and
specification) 50 LF $100.00 $5,000.00
44. Miscellaneous sanitary PVC fittings 1 LS $12.000.00 $12,000.00
45. Miscellaneous DIP valves and fittings 1 LS $2.000.00 $2,000.00
46. F&l 6" sanitary service laterals complete
(including but not limited to excavation. bedding,
backfill, compaction & restoration as per plans
and specifications) 62 EA $700.00 $43,400.00
47. F&I 6" Force main bridge crossing as per detail on
addendum (Bridge No. A) 63 LF $80.00 $5,040.00
48. F&l 6" Force main bridge crossing as per detail on
addendum (Bridge No. B) 51 LF $80.00 $4,080.00
05/08-Addendum NO.5
00300-3
05-4893
Atlantic Isles Utility and Roadway Improvements
Bid Estimated Estimated
Item Oescri tion Quantit Unit Unit Price Amount
F Lift Station
49. Complete as per plans to include but not limited
to labor, equipment, materials, electric,
mechanical, earthwork, etc LS $167,500.00 $167,500.00
G Pavement Marking, Striping & Signage
50. 18" yellow solid line 76 LF $2.00 $152.00
51. 18" white solid line 290 LF $2.00 $580.00
52. 24" stop bar 18 LF $2.50 $45.00
53. 6" double yellow 122 LF $2.00 $244.00
54. 8" white 10'-30' skip 0.50 GM $3,500.00 $1.750.00
55. 8" white solid line 351 LF $0.80 $280.80
56. RPM amber/amber 85 EA $3.25 $276.25
57. RPM blue/blue 6 EA $3.25 $19.50
58. R5-1 (Do Not Enter) 3 EA $350.00 $1,050.00
59. R6-1L (One Way) EA $350.00 $350.00
60. R6-1R (One Way) 3 EA $350.00 $1,050.00
61. R3-1 (No Right Turn) 1 EA $350.00 $350.00
62. R1-2 (Yield) 1 EA $350.00 $350.00
Subtotal-Civil $1,684.681.08
III. Electrical - Street Lighting
63. Furnish and install decorative light pole cost 33 EA $7.000.00 $231,000.00
64. Furnish and install decorative light fixture cost 33 EA $1,000.00 $33,000.00
65. Wiring of light fixtures 33 EA $1.000.00 $33,000.00
66. Copper wiring (As per Plans) 16,000 LF $6.00 $96.000.00
67. Furnish and install 2" schedule 40 PVC conduit to
include trenching (6" x 12" deep), backfill and
restoration 4,000 LF $5.00 $20.000.00
68. Handholes 33 EA $500.00 $16,500.00
69. Copper clad ground rods (5/8" dia x 10' L) 33 EA $150.00 $4,950.00
70. Panel & Meter Enclosure. including connection to
service point LS $6.500.00 $6,500.00
Subtotal-Electrical $440,950.00
IV. North Miami Beach Water Main Installation
71. Mobilization, General Conditions (Only for items in LS $10,000.00 $10.000.00
IV Installation of Water Main System)
72. Abandonment / Removal of Existing Water
System 1 LS $2,500.00 $2.500.00
73. Install 8" PVC Pipe C-900 2.560 LF $15.00 $38,400.00
74. Install 6" PVC Pipe C-900 420 LF $12.00 $5,040.00
75. Install 4" Polyethylene Casing Pipe 85 LF $1.50 $127.50
76. Install 2" Polyethylene Casing Pipe 770 LF $1.00 $770.00
77. SS straps 10 EA $300.00 $3.000.00
78. Install Fire Hydrants 6 EA $1,000.00 $6.000.00
05/08-Addendum No.5
00300-4
05-4893
Atlantic Isles Utility and Roadway Improvements
Bid Estimated Estimated
Item Descri tion Quantit Unit Unit Price Amount
79. Install 6" Transitional Sleeve 1 EA $100.00 $100.00
80. Install 8" Gate Valves 6 EA $200.00 $1.200.00
81. Install 6" Gate Valves 10 EA $150.00 $1,500.00
82. Install 8" x 8" Tee 2 EA $150.00 $300.00
83. Install 8" x 900 Bend 4 EA $150.00 $600.00
84. Install 8" x 450 Bend 14 EA $150.00 $2.100.00
85. Install 8" x 22.50 Bend 2 EA $150.00 $300.00
86. Install 8" x 11.250 Bend 3 EA $150.00 $450.00
87. Install 8" x 6" Tee 9 EA $150.00 $1,350.00
88. Install 8" x 6" Reducer 3 EA $150.00 $450.00
89. Install 6" x 450 Bend 1 EA $250.00 $250.00
90. Install 6" x 22.50 Bend 1 EA $250.00 $250.00
91. Install 6" x 6" Tee 2 EA $180.00 $360.00
92. Install 6" Cap 1 EA $180.00 $180.00
93. Install 6" x 2" Tapped Cap 2 EA $180.00 $360.00
94. Install Corporation Stop Tap to 8" DIP w/Tapping
Saddle 2 EA $400.00 $800.00
95. Install 2" RSGV 2 EA $600.00 $1.200.00
96. Install Service Connection 1" w/PVC Casing 34 EA $600.00 $20,400.00
97. Install Service Connection 1" Double w/PVC 1 EA $600.00 $600.00
98. Install Service Connection 2" w/PVC Casing 6 EA $700.00 $4.200.00
99. Install Service Connection 2" Double w/PVC
Casing 10 EA $700.00 $7.000.00
Subtotal - North Miami Beach Water Main
Installation $109,787.50
V. Miscellaneous
100 Contingency LS 250,000.00 250,000.00
VI. FPL Undergrounding
101 Allowance Account LS 500,000.00 500,000.00
TOTAL BASE BID (Item I Thru VI) / 3,185,418.58
7/7/2008
(Date)
Solo Construction Corporation
(Contractor)
05/08-Addendum NO.5
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 1Q 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. v, 2. V, 3. V, 4. V
~h . \
Dated this L day of ~0 ~
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Contractor:
Address:'"
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SEAL I.
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Attachments:
Subcontractor List
Bid Security
Trench Safety Act documentation
05/08
v
,5.
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(year)
2.;~o L S
END OF DOCUMENT
00300-7
!
~
05-4893
DOCUMENT 00401
BID BOND
BIDDER (Name and Address);
SOLO CONSTRUCTION CORPORATION
3855 COMMERCE PARKWAY
MIRAMAR, FL 33025
. SURETY (Name and Address of Prineioal Place of Business):
THE GUARANTEE COMPANY OF NORTH AMERICA
3507 FRONTAGE ROAD, SUITE 130
TAMPA, FL 33607
OWNER (Name and Address):
CITY OF SUNNY ISLES BEACH
18070 Collins Avenue
Sunny ISles Beach. Florida 33160
BID
- BID DUE DATE: JUNE 16,2008
PROJECT (Brief Description including Location):
ATLANTIC ISLES ROADWAY AND UTILITY IMPROVEMENTS - PROJECT NO. 05-4893 AND BID NO. 08-06-0 I
BOND NUMBER: NIA - BID BOND
DATE: (NatJaterthan Bid Due Date): JUNE 16,2008
PENAL SUM: FIVE PERCENT OF AMOUNT BID -------------------
IN WITNESS WHEREOF. Surety and Bidder, intending to be legally bound hereby, subject to the terms
, printed on the reverse side hereof, do each cause this Bid Bond to be duly executed on its behalf by Its
authorized officer, agent, or representative.
SURETY
~ r.l':\
~- " ~
(Seal)
HIE GUARANTEE COMPANY ._,.f .
or NORTH AMERICA : ;S" ~.J- {{'eEl!)'. _ .
surely's~ S!, " ,':=' ;. _ .
~ ___~ I
Signature and Title /),>1". N17S0N III. A/70m.V'.J.v-/'~lcr
, Power of Attorney)
Prp-~ I dQfd
See r,da (
Atte J:
Note: (1) Above addresses are to be used for giving required notice.
(2) Any singular reference to Bidder. Surety, Owner or other party shall be
. considered plural where applicable.
05/08 Final Version
00401-1
05-4893
1. Bidder and Surety, Jointly and severally, bind
themselves, their heirs, exeoutors, administrators,
successors and assigns to pay to Owner upon default of
BIdder any difference between the total amount of Bidder's
bid and the total amount of the bid of the next lowest,
responsible and responsive bidder as determined by Owner
for the Work required by the Contract Documents, provIded
that:
1.1. lf there is no such next iowest, responsible and
responsive bidder, and Owner does not
abandon the Project, then Bidder and Surety
shall pay to Owner the penal sum set forth on
the face of this Bond, and
1.2. In no event shall Bidder's and Surety's obligation
hereunder exceed the penal sum set forth on
the face of this Bond.
2. Default of Bidder shall occur upon the failure of Bidder
to deliver within the lime required by the Bidding Documents
(Dr any extension thereof agreed to In writing by Owner) the
executed Agreement required by the Bidding Documents
and any performance and payment bonds requIred by the
Bidding Documents and Contract Documents.
This obligation shall be null and vord If:
3.1. Owner accepts BIdder's bid and Bidder Clelivers
within the lime requIred by the Bidding
Documents (or any extension thereof agreed to
in writing by Owner) the executed Agreement
required by the BIddIng Documents and any
performance and payment bonds requirea by
the BiddIng Documents and Contract
Documents, or
3.2. All bIas are rejected by Owner,. or
3.3. Owner falls to issue a notice of award to BIdder
within the tlme specified in the Bidding
Documents (or any extension thereof agreed to
in wrIting by Bidder and, If applicable, consented
to by Surety when required by paragraph 5
hereof).
4. Payment under thIs Bond will be due and payable
upon default by Bidder and withIn 30 calendar days after
receipt by Bidder and within 30 calendar days after receipt
by BIdder and Surety of written notice of default from Owner,
which notice will be given with reasonable promptness,
identifying this Bond and the Project and Including a
statement of the amount due.
3.
5. Surety waives notice of and any and all defenses
baseo on or arIsing out of any time extension to Issue notice
of award agreed to in wrillng by Owner and Bidder, provided
that the total time for Issuing notice of award including
extensions shall not in the aggregate exceed 120 days from
Bid Due Date without Surety's written consent.
6. No suIt or action shall be commenced under this Bond
prior to 30 oalendar days after the notice of default, as
required In Paragraph 4 above, is received by Bidder and
Surety and In no case later than one year after Bid Due
Date.
7. Any suit or action under this Bond shall be
commenced only in a court of competent Jurisdiction located
In the state In which the Project is located.
8. Notices required hereunder shall be In writlng and
sent to Bidder and Surety at their respective addresses
shown on the face of this Bond. Such notices mey be sent
by personal delivery, commercial courier or by Unlled States
Registered or Certified Mall, return receipt requested,
postage pre-paid, and shaJJ be deemed to be effective upon
receIpt by the party concerned.
9. Surety shall cause to be attached ..to this Bond a
current and effective Power of Attorney evidencIng the
authority of the officer, agent or representative who executed
this Bond on behalf of Surety to execute, seal and deliver
such Bond and bind the Surety thereby,
10. This Bond Is intended to conform to all applicable.
statutory requirements. Any appllcable requirement of any
applicable statute that has been omitted from this Bond shall
be deemed to be included herein as If set forth at length. If
any provision of this Bond confllcts with any applicable
provision of this Bond conflicts with any applicable prOVIsion
of any applicable statute, then the proviSion of. said statute
shall govern and the remainder of this Bond that is not in
conflict therewith shall continue in full force and effect.
11. The tenn "bid" as used herein Includes a bid, offer or
proposal as applicable.
05/08 Final Version
00401-2
05-4893
THE GUARANTEE COMPANY OF NORTH AMERICA USA
Southfield, Michigan
POWER OF ATTORNEY
KNOW ALL BY THESE PRESENTS: That THE GUARANTEE COMPANY OF NORTH AMERICA USA, a cOlporation organized and existing under thc laws
of the State of Michigan, having Its plinclpal office III Southfield, MichIgan, docs hereby constitute and appoint
D. W. Matson III, John W. Charlton
Matson-Charlton Surety Group
its true and lawful allorney(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings. contracts of
indemnity and other writings obligatory in the nature thereof. which are or may be allowed. required or permitted by law. statute. rule, regulation, contract
or otherwise.
The execution of such instrument(s) in pursuance of these presents, shall be as binding upon THE GUARANTEE COMPANY OF NORTH AMERICA
USA as fully and amply. to all intents and purposes. as if the same had been duly executed and acknowledged by its regularly elected officers at the
principal office.
The Power of Attorney is executed and may be certified so, and may be revoked, pursuant to and by authority of Article IX. Section 9.03 of the By-Laws
adopted by the Board of Directors of THE GUARANTEE COMPANY OF NORTH AMERICA USA at a meeting held on the 31s1 day of December, 2003.
The President, or any Vice President, acting with any Secretary or Assistant Secretary, shall have power and authority:
1. To appoint Attorney(s)-in-fact. and to authorize them to execute on behalf of the Company. and attach the Seal of the Company thereto, bonds
and undertakings. contracts of indemnity and other writings obligatory in the nature thereof; and
2. To revoke, at any time. any such Attorney-in-fact and revoke the authority given, except as provided below
3. In connection with obligations In favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to
the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner -
Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation.
Further, this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of the Company adopted at a meeting
duly called and held on the 31st day of December 2003, of which the following is a true excerpt:
RESOLVED that the signature of any authorized officer and the seal of the Company may be affixed by faCSimile to any Power of Attorney or certification
thereof authorizing the execution and delivery of any bond, undertaking. contracts of indemnity and other writings obligatory in the nature thereof. and
such signature and seal when so used shall have the same force and effect as though manually affixed.
IN WITNESS WHEREOF. THE GUARANTEE COMPANY OF NORTH AMERICA USA has caused
this instrument to be signed and its corporate seal to be affixed by its authorized officer. thiS 27th day
of March, 2008.
THEGUARANTEECOMPANYOFNORTHAME~CAUSA
~~~.J
I STATE OF MICHIGAN
County of Oakland
Stephen Dullard, Vice President
Randall Musselman, Secretary
On this 27th day of March. 2008 before me came the individuals who executed the preceding instrument, to me personally known, and being by me duly
sworn. said that each is the herein described and authorized officer of The Guarantee Company of North America USA; that the seal affixed to said
instrument is the Corporate Seal of said Company; that the Corporate Seal and each signature were duly affixed by order of the Board of Directors of
said Company.
Cynthia A. Takai
Notary Public, State of Michigan
County of Oak/and
My Commission Expires February 27, 2012
Acting in Oak/and County
IN WITNESS WHEREOF, I have hereunto set my hand at The Guarantee
Company of North America USA offices the day and year above wrlllen.
f1~ {J. --r~ i
I. Randz!! MI~Se!man. Secretary of THE GUARANTEE COMPANY OF NORTH AMERICA USA. do hereby certify that the above and foregoing Is a truei
and correct copy of a Power of Attorney executed by THE GUARANTEE COMPANY OF NORTH AMERICA USA. which is still in full force and effect. I
:
IN WiTI!JESS VVHEr-{EOF, I have thereunto set my hand and attached the seal of said Company this 16TH day of JUNE
2008
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Randall Musselman, Secretary
SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a),
FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES
THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR
OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS.
1. This sworn statement is submitted to _ \--\ of.s unn
/!J j ,----;) , print name of the
by ---1:S.\.\r:Q~ II ers.Of)
. [prin-ti dividual's name and title]
for ~oIC) COf\c,'\"f'vcho() Co r(j:o f'Of I 0 y)
[print name of entity submitting sworn statement]
Isles
ublic entity]
whose business address is 0
-3><1; S S r-e))'Y'M(2iU?, I C1 r lw~
~t mlY\C\r ,rl 5300-.- S
and (if applicable) its Federal Employer Identification Number (FEIN) is r;q- } <b d- Cj ~ '3 G,
(If the entity has no FEIN, include the Social Security Number of the individual signing this sworn
statement: .)
2. I understand that a "public entity crime" as defined in Paragraph 287.133(1 )(g), Florida Statutes,
means a violation of any state or federal law by a person with respect to and directly related to
the transaction of business with any public entity or with an agency or political subdivision of any
other state or of the United States, including, but not limited to, any bid or contract for goods or
services to be provided to any public entity or an agency or political subdivision of any other
state or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering,
conspiracy, or material misrepresentation.
3. I understand that "convicted" or "conviction" as defined in Paragraph 287.133(1 )(b), Florida
Statues, means a finding of guilt or a conviction of a public entity crime, with or without an
adjudication of guilt, in any federal or state trial court of record relating to charges brought by
indictment or information after July 1, 1989, as a result of a jury verdict, nonjury trial, or entry of a
plea of guilty or nolo contendere.
4. I understand that an "affiliate" as defined in Paragraph 287.133(1 )(a), Florida Statutes, means:
1. A predecessor or successor of a person convicted of a public entity crime; or
2. An entity under the control of any natural person who is active in the management of the
entity and who has been convicted of a public entity crime. The term "affiliate" includes those
officers, directors, executives, partners, shareholders, employees, members, and agents who
are active in the management of an affiliate. The ownership by one person of shares
constituting a controlling interest in another person, or a pooling of equipment or income among
persons when not for fair market value under an arm's length agreement, shall be a prima facie
case that one person controls another person. A person who knowingly enters into a joint
venture with a person who has been convicted of a public entity crime in Florida during the
preceding 36 months shall be considered an affiliate.
5. I understand that a "person" as defined in Paragraph 287.133(1 )(e), Florida Statutes, means any
natural person or entity organized under the laws of any state or of the United States with the
legal power to enter into a binding contract and which bids or applies to bid on contracts for the
provision of goods or services let by a public entity, or which otherwise transacts or applies to
transact business with a public entity. The term "person" includes those officers, directors,
executives, partners, shareholders, employees, members, and agents who are active in
management of an entity.
05/08 Final Version
00402-1
05-4893
6. Based on information and belief, the statement which I have marked below is true in relation to
the entity submitting this sworn statement. [Indicate which statement applies]
Neither the entity submitting this sworn statement, nor any of its officers, directors,
executives, partners, shareholders, employees, members, or agents who are active in the
management of the entity, nor any affiliate of the entity has been charged with and convicted of a
public entity crime subsequent to July 1, 1989.
The entity submitting this sworn statement, or one or more of its officers, directors,
executives, partners, shareholders, employees, members, or agents who are active in the
management of the entity, nor any affiliate of the entity has been charged with and convicted of a
public entity crime subsequent to July 1, 1989.
The entity submitting this sworn statement, or one or more of its officers, directors,
executives, partners, shareholders, employees, members, or agents who are active in the
management of the entity, nor any affiliate of the entity has been charged with and convicted of a
public entity crime subsequent to July 1, 1989. However, there has been a subsequent
proceeding before a Hearing Officer of the State of Florida, Division of Administrative Hearings
and the Final Order entered by the Hearing Officer of the State of Florida, Division of
Administrative Hearings and the Final Order entered by the Hearing Officer determined that it
was not in the public interest to place the entity submitting this sworn statement on the convicted
vendor list. [attach a copy of the final order]
I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR
THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 1 (ONE) ABOVE IS FOR THAT PUBLIC ENTITY
ONLY AND, THAT THIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN
WHICH IT IS FILED. I ALSO UNDERSTAND THAT I AM REQUIRED TO INFORM THE PUBLIC
ENTITY PRIOR TO ENTERING INTO A CONTRACT IN EXCESS OF 7KE THRESHOLD AMOUNT
PROVIDED IN SECTION 287.017, FLORIDA STATUTES FOR CA E OOY TWO OF ANY CHANGE
IN THE INFORMATION CONTAINED IN THIS FORM. ' I
7(LQ
Sworn to and subscribed before me this 2-7 day of
:::J '-' ('\ e..
20 Of.
, -
OR Produced identification
- ~
____________~ UC\-- 7
- c ~
Notary Public - State of t=' 10(' Ide,
My commission expires C) ((; /~ 0 i)
Personally known ~
(Type of identification)
(Printed typed or stamped
commissioned name of notary public)
"lilli" 0 J V .
$~:&~'!'MI:~ e on. ~Ientlne
E*: :~ CommiSSion DO 682437
~\. . ~l Expires June 6, 2011
',:1,Rf.,~1'i~\" Bonded Thru Troy Fain Insurance 80Q.038601019
05/08 Final Version
00402-2
05-4893
DOCUMENT 00403
TRENCH SAFETY ACT
(90-96, Laws of Florida)
Bidder acknowledges that included in the appropriate bid items of the proposal and in the Total
Bid Price are costs for complying with the Florida Trench Safety Act (90-96, Laws of Florida)
effective October 1, 1990. The bidder further identifies the costs of such compliance to be
summarized below:
If applicable, the Contractor certifies that all trench excavation done within his control in excess
of five feet in depth shall be in accordance with the Florida Department of Transportation's
Special Provisions Article 125-1 and Subarticle 125-4.1 (TRENCH EXCAVATION SAFETY
SYSTEM AND SHORING, SPECIAL - TRENCH EXCAVATION).
Failure to complete the above may result in the bid being declared non-responsive.
Contractor agrees that the above safety compliances and costs areJincluded in his bid package.
/
\ . I ,
'7)1 1),,0-
Signature"of Bidding Contractor
END OF DOCUMENT
05/08 Final Version
00403-1
05-4893
DOCUMENT 00420
INFORMATION REQUIRED FROM BIDDERS
GENERAL INFORMATION
The Bidder shall furnish the following information. Failure to comply with this requirement may cause its
rejection. Additional sheets shall be attached as required.
1.
Contractor's Name/Address: .So \0 Co n<'-t (',.'Ct '0''") (('Jf (lo(crho n
( J
sSSS '()("rI/-,-..,t"("ce ~('k..'-'-'(:.:J
Iv\., f'(.unO\{' , F I "S z;oa-.,L)
,
2.
Contractor's Telephone Number: (50S .)q -4 L\ - 3 Cj (} 2\
,s~,,~e ~ MD (0",,-,+'1 .
Contractor's License: C uc.. 0 -:2 56 I .oS i I \ Oy~ - ~
Primary Classification: Llnckr,.o-,,,,J Ut ./rt1 ~ {;y.('()vo..-+110 n
3.
4.
Number of years as a Contractor in construction work of the type involved in this Contract:
3'0
5.
List the names and titles of ml officers of Contractor's firm:
KiAnG 7 ~E?ISoll
K\Ck lelSon
~ 0\-\\ V,E..f")Of\
Sh II \ej (,ee '}Of\
'\)o...)(},/ne 71 e(son
offl L~ I
- 7n::s,de(\t
- V Ice II? <" L(I--1
Ue lIen
{(J5 I Jr'(,j
- See Ie -to ~
\' IC<Ol?U f:J
- CO" po ry;.-te
h no n( Ie, I
6. Name of person who inspected site or proposed work for your firm:
Name: 2) '-.> \ \ 0 CUQ..0CC\
Date of Inspection:
(() / (7., / () ~
7. What is the last project of this nature you have completed?
1<\\f'ertrom- De"e\oyrnen-\- KoodwCly (" ('~V,,,llu;-non L'Y\P({l'(?il'lE'f'I+~
8. Have you ever failed to complete work awarded to you; if so, where and why?
No
05/08 Final Version
00420-1
05-4893
9. Name three individuals or corporations for which you have performed work and to which you refer:
,orH(" ~,,'cl,?,,> -\-t?h-tRn;l.vt:,-n'-\(\ C3L'C>) ~b4-;7'oo
J:~.I\<?(' C,"'''-\-fl-'l ~'( (, .- .-r......... H,I"'\u r
( "3L' ~})..,\ ~ - (> (l r;, rt
((J\I\(\ G,c \ (I ("\C (\ ,,->(( L,I-f'S, - ~bn(")
(q 5 ) 'f. I - 7'7 9... \
10. List the following information concerning all contracts on hand as of the date of submission of this
proposal. (In case of co-venture, list the information for all co-ventures).
NAME
OF
PROJECT
CITY
TOTAL
CONTRACT
VALUE
CONTRACTED
DATE OF
COMPLETION
%
COMPLETION
TO DATE
'''l'IHl'\'-\..\t;~ \-~o \ fu." b ;,).,(.,1). bb"/.()i) Mo-rc h ~CC', (0 .~ '?cr
,
C""'(\;'\~\'OA.,l W:,~erlc"\,,i \),\~:,d i (\OOJO.C[' SeD1 nI)\?\J(j()1 JOjc
(Continue list on inset sheet, if necessary)
11. What equipment do you own that is available for the work?
<:::'.,-" , ..l\\v(. hoc.
12. What equipment will you purchase for the proposed work?
\i'-J)"'1o"\~\ll, \'- ~,c, (''"SO I '-. oK-) n (","';0\(?~() -tt\(J L-. IL-
J
NOTE: Attach additional sheets if required.
If requested by the City, the Bidder shall fumish a notarized financial statement, references and other
information, sufficiently comprehensive to permit an appraisal of his current financial condition.
05/08 Final Version
00420-2
05-4893
, . ( ~1
,-,- I
I
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, L./ C~
SECTION 00900
Addendum NO.1
to
Contract documents
CITY OF SUNNY ISLES BEACH
Atlantic Isles Roadway and Utility Improvements
CGA PROJECT NO. 05-4893
CITY BID NO. 08-06-01
To All Bidders:
Bidders for the above-referenced project shall take note of the following changes,
additions, deletions, clarifications, etc. to the Plans and Specifications, which in
accordance with the Contract Documents shall become a part of and have precedence
over anything shown or described otherwise.
IN THE CONTRACT DRAWINGS:
1. In the Plan Sheets please replace all sheets in their entirety.
2. Add North Miami Beach Plan Sheets 1 thru 9 to be part of Alternate NO.1 of the
Bid Schedule.
All other documents, specifications, drawings, terms and conditions remain the same.
Bidders must acknowledge receipt of Addendum on Page 00300-6.
END OF SECTION
04/08 Final Version
00900-1
05-4893
JUN-11-2008 WED 12:06 PM CALVIN & GIORDANO
FAX NO, 0
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rh for1i,LaUdCrdale 0 ce. 1400 Ellur Drive, Suite 60p, Fort ~auderdalc, Florida 3331 fl
'+' f'hoCle: 954.921.7761 · fux; 954.921 .88Q7 : :
~~~,I~::.~~~:~~j~~~ttl~~~T,,1, 5~~j~~~?~!~t~.~~~~lit1,O~~;t Pilm a~ach. Florida 33409
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.
Randy Pierson
Solo Construction
DATE:
"FAX-NO:
(305) 944~0037
FROM:"
NO. P AG:ES
(Including Cover):
Joanne Maglietta.
RE: Atlantic Isles Utility &
Roadway Improvements
Addendum No.2
CC:
File
PROJECT NO.:
Hard copy follows by:
r: Mai1
C FedEx
r c .
oUrJer
r Urgent
r; For Review
r
Please Comment
Facsimile
June 11,2008
2
05-4893
R'
No hard copy
p
, Please Reply
p, 01
The following Addendum #2 is hereby issued via facsimile. Since this is an Addendum,
it is important to FAX BACK YOUR ACKNOWLEDGEMENT OF RECEIPT, which is
this cover page with one of the "RECEIVED" boxes checked.
Thank you,
RECEIVED'? ~s, Addendum. #2 and cover sheet was received.
D NO, We only received this page.
11
I
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p:lProlcm\:lOO3\0S489J City or sunny Idclllo~D~ . Atlonric Avo RoadwAY IIIld p""Ms.lmp'IMlman\;\(;orIClJ\Oml.noo\SPIlCSW..- AIldII2-S01Pl'.doo
JUN-l~-2008 WED 12:06 PM CALVIN & GIORDANO
FAX NO, 0
p, 02
J ,
SECTION 00900
Addendum No.2
to
Contract documents
CITY OF SUNNY ISLES BEACH
Atlantic Isles Roadway and Utility Improvements
CGA PROJECT NO. 05-4893
CITY BID NO. 08-06-01
To All Bidders:
Bidders for the above-referenced project shall take note of the following changes,
additions, deletions I clarifications, etc. to the Plans and Specifications. which in
accordance with the Contract Documents shall become a part of and have precedence
over anything shown or described otherwise.
IN THE CONTRACT DOCUMENTS:
1. In Document 00020, change the bid opening date to Monday, June 23, 2008.
This is to change the date for receiving and opening of bids. Sealed bids will be
received by the City Clerk until 11 :30 am on Monday, June 23, 2008 and after that
time bids will be opened and read aloud.
Bidders must acknowledge receipt of Addendum on Page 00300-6.
END OF SECTION
04/08 Final Version
00900-1
05-4893
mll. f Calvin, Giordano & Associates, Inc.
.. IEXCEPTIONAL SOLUTIONS
.
O Fori Lauderdale Office - 1800 Eller Drive, Suite 600, Fort lauderdale, Florida 33316
Phone: 954.921.7781 . Fax: 954.921.8807
O Palm Beach Office - 560 Village Blvd, Suite 340, West Palm Beach, Florida 33409
Phone: 561.684.6161 . fax: 561.684.6360
Letter of Transmittal
TO:
Solo Construction
3855 Commerce Parkway
Miramar, FL 33025
DATE:
June 16, 2008
PROJECT NO.
05-4893
ATTN:
Randy Pierson (305) 944-3922
RE:
Atlantic Isles Utility &
Roadway Improvements
o Under Separate Cover Via
[g! Attached
o Pickup
WE ARE SENDING YOU:
o Courier
l:8J FedEx
o USPS
o Shop drawings
o Copy ofLetter
D Prints
D Change Order
D Plans 0 Samples
l:8J Other Addendum
o Specifications
DATE COPIES NO. DESCRIPTION
1 3 Addendum No.3
THESE ARE TRANSMITTED as checked below'
D For approval D Approved as submitted
[gJ For your use D Approved as noted
D As requested D Returned for corrections
o For review and comment
D FOR BIDS DUE_
D Resubmit _ copies for approval
D Submit _ copies for distribution
D Return _ corrected prints.
o Other: INDICA TED BELOW
D PRINTS RETURNED AFTER LOANED TO US
REMARKS: Please Sign and fax back this confirmation that you received this
addendum.
~ES, Addendum #3 and cover sheet was received.
COPY TO:
File
FROM: Joanne Maglietta
Assistant Contract Administrator
.-/
~
P:\Projects\2005\054893 City of Sunny Isles Beach - Atlantic Ave Roadway and Drainage Improvements\Corrcspondence\SPECS\LOT -JM-061608 #3-Solo.doc
If enclosures are not as noted, kindly notify us at once.
SECTION 00900
Addendum NO.3
to
Contract documents
CITY OF SUNNY ISLES BEACH
Atlantic Isles Roadway and Utility Improvements
CGA PROJECT NO. 05-4893
CITY BID NO. 08-06-01
To All Bidders:
Bidders for the above-referenced project shall take note of the following changes,
additions, deletions, clarifications, etc. to the Plans and Specifications, which in
accordance with the Contract Documents shall become a part of and have precedence
over anything shown or described otherwise.
IN THE CONTRACT DOCUMENTS:
1. In Document 00300, replace in its entirety.
2. Add Document 00200 Geotechnical Report.
3. Attached Pre-bid minutes to be added to contract documents.
4. In response to bidders RFI'S:
JVA Enqineerinq:
a) Well box and location?
Response: Design change to use a Vortech-Model 5000 in lieu of
drainage well.
b) If 6" force main is connect to the bridge or with pile supports Sta. 122+33
& Sta. 124+13.
Response: The existing two bridges are relatively new and provide
a conduit chase for the force main. (see attached details)
c) If propose storm drainage is RCP or HDPE, and where?
Response: All drainage pipes under pavement shall be Rep. HDPE
will be allowed in grass areas. (see revised bid item form)
d) If a propose striping and signage plan will be provided?
Response: Striping and signage plans are complete and will be sent
as an addendum.
e) Locations of light poles with pull box.
Response: Electrical plans are complete and will be sent as an
addendum.
Southeastern Enqineerinq:
a) Item 8 of the bid form calls for relocation of power / light poles. We could
only find one pole at Station 106+60 that needs to be removed. Please
clarify?
04/08 Final Version
00900-1
05-4893
Response: FPL will be undergrounding the electrical power
distribution to transformer pads, followed by extension of service to
62 homes. Power poles and light poles must remain in service until
the transfer from overhead to underground can take place. All
existing power poles will be removed after near the completion of the
project. The bid item will be revised to "Remove Power/Light Poles".
b) Item 16 of the bid form calls for the replacement of brick pavers. Can you
provide specs for the type of brick pavers that are required? Or do we
have to match the existing brick pavers? If the intention of the plans is to
match the existing pavers, please be advised that based on past
experience some of the pavers could be discontinued, and if available the
color will probably not match the rest of the pavers in the driveway.
Owners tend to be very unreasonable when the color of their pavers don't
match perfectly. Please advise?
Response: A standard apron is shown on the plans with a set
distance from the edge of the proposed road to the existing
driveways. Instructions are to saw cut the drives regardless of
material and match with the proposed pavement. Due to grade
deferential between the proposed road and the existing driveway, the
paver bricks must be removed and replaced after regrading the
driveway. In all cases, the existing pavers are to be salvaged for this
work and any excess shall become the property of the owner.
c) What is the estimated cost for this project?
Response: $1,345,000 excluding the water distribution and FPL
underground.
d) Can you provide boring logs for this project? The cut for gravity sewer at
some locations is 10 feet below existing grade. It will be very helpful to
know what the soil strata consists of.
Response: See attached Geotechnical Report in this addendum.
e) Are there any weight restrictions on the bridges?
Response: Yes, 2 front bridges to Collins 99 tons, no load on
historical bridge.
f) If unsuitable material is found at the bottom of the pipe trench, how deep
below the invert of the pipe will the contractor be required to excavate and
remove the unsuitable material? Will the additional suitable fill require for
backfilling above and below the pipe be paid under Item 14, Select Fill
Materials?
Response: Yes, however, the quantities removed shall be in
accordance with Miami-Dade WASD standards and specifications for
sanitary sewer; FDOT for drainage collection system; City of North
Miami for the water distribution system.
g) Item 12 of the bid form calls for FC 12.7 asphalt instead of SP-9.5 as
shown on Sheet C-18 and 19. Which is correct?
Response: Fe 12.7.
h) What type of asphalt is required for Item No. 17?
Response: SP 9.5 for the Laguna only.
04/08 Final Version
00900-2
05-4893
i) The plans show the installation of 15" HOPE, 18" HOPE, 24" HOPE and
30" HOPE pipes. However, the bid form Item Nos. 32, 33, 34, 35 specify
RCP pipe. Which is correct? Also, the plans don't show the use of 12"
HOPE pipe as specified in Item No. 31 of the bid form. Where is this 12"
dia. pipe being installed? Section 02613-1 of the specifications list
corrugated aluminum pipe. Is this a pipe option for this project?
Response: A revised bid quantity sheet will be included in the
addendum. Remove corrugated aluminum metal pipe for the
specifications and/or plans.
j) Plans show colored concrete (Miami Beach red) for 4" sidewalks. Does
the same apply to 6" concrete driveways and curb and gutter? Refer to
Sheet C-19.
Response: Remove colored concrete from specifications and/or
plans.
k) Can you provide details for the installation (attachment) of the proposed 6"
OIP force main to the existing bridge? Will the services of a police officer
be required while performing work on the bridge and also on Collins Ave?
Is there a time restriction while working in these areas? What are the
FDOT requirements when performing work in Collins Ave? Will milling
and resurfacing of the entire intersection (Collins & Atlantic Blvd) be
required?
Response: The existing bridge has a built in chase to accommodate
the 6" force main. As built plans will be provided. The contractor is
required to provide maintenance of traffic plans and permits for work
in FDOT right-of-way and 250 ft. of Atlantic, which includes the
bridge. Single lane traffic will require a flagman as part of the MOT
bid. AJI lanes on CoJ/ins Ave should remain clear during morning and
evening rush hours. The contractor shaJl prepare, submit and obtain
a MOT permit showing the required signage to safely control traffic
in FDOT right-of-way. No, in accordance with FDOT and Miami-Dade
Public Works, paving shaJl be the fuJl lane width on Atlantic and fuJl
lane width on CoJ/ins for pavement restoration.
I) Are connections to existing sanitary laterals at the property line part of this
contract?
Response: Provide cleanouts, plugs, valve box per Miami-Dade
WASD standards at the property line.
m) Can you provide a pavement marking plan or at least provide quantities?
Response: Pavement marking and signage is provided in the plans.
n) We would like to request that the bid date be extended to June 23rd to
allow for clarifications.
Response: Bid opening has been extended to June 23, 2008.
0) Is the RTU antenna part of the contractor's scope of work?
Response: Yes
p) In case RTU antenna will be part of contract, who provides the program
and set up communication.
Response: This should be provided by pump manufacturer.
04/08 Final Version
00900-3
05-4893
Downrite Enqineerinq:
a) In the pre-bid we discussed that all driveway restoration would be uniform
asphalt restoration. However, the plans attached to Addendum NO.1 do
not correspond to this. Can you please clarify?
Response: All driveways shall be 6" thick concrete per Miami-Dade
Public Works Standard Detai/12.6.
IN THE CONTRACT DRAWINGS:
1. Plan Sheet E1 08 to be replaced in its entirety.
2. All HDPE drainage pipe change to RCP as shown on the revised bid form.
3. Add paving and marking plans to the drawings.
All other documents, specifications, drawings, terms and conditions remain the same.
Bidders must acknowledge receipt of Addendum on Page 00300-7.
END OF SECTION
04/08 Final Version
00900-4
05-4893
JUN-20-2008 FRI 02:31 PM CALVIN & GIORDANO
...r----.r---r---.-- 'r .' - : -.....,---
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I 1 I Calyin, ~iordanoi g Associates, Inc.
l=, i, ~:~~J' P!.'t^!l_.'_O,l_Ul I ON ,
!I OJI For1llillloordale Ofl1ce . 1 ~OO Eller Drillll, Suite 600, F01'II-iludordalo, Florida 33316
Phone: 954.921."781 . F~,l(; 954,921.8607 '
_._._ _. ..._._....+.. . I ~ . _. _ _' _ . .. .___. _. ____
i rn Pillm Beiidl Office ; 560 Village alvd. Sulle 340, West Palm Bllach, Florid. 330109
i I Phone: 5(,1.(>84.6161 . FDK; 5&1.664.63&0
.: ". ... ..-[---...J---'-':--'-'---'-r- ...-! .. '
FAX NO, 0
p, 01/02
Facsimile
. - .
OM....... ..,_..~""."._.~. ~.'."'_
1 ;
........L... ..... ',..
TO:
....
Randy Pierson
. Solo Construction
DATE:
June 20, 2008
FAX NO:
FROM: .
(305) 944-0037
.. JoaimeMaglietta
NO. PAGES
(Including Cover):
2
RE: Atlantic Isles Utility &
Roadway Improvements
Addendum No.4
cc:
File
PROJECT NO.:
05-4893
Hard copy follows by:
r Mail
r FedEx
r C .
ouner
W
No hard copy
r Urgent
r
For Review
r
Please Comment
p
Please Reply
The following Addendum #4 is hereby issued via facsimile. Since this is an Addendum,
it is important to FAX BACK YOUR ACKNOWLEDGEMENT OF RECEIPT) which is
this cover 12age with one of tl,e "RECEIVED" boxes checked.
11lank you,
RECEIVED?
I vt-YES: Addendum. #4 and cover sheet was received,
D
\
received this page.
1':\I'l'OJ.ct,\2005\05~89] City DfS~nny IslCI BOlch. Atlantio Ave IlD'dw.y .nd Ol'lll""llo [mflfDvomonll',COOillpondllJi(;e\SPIlCSlfllX_ Add#4-Solo.doc
JUN-20-2008 FRI 02:31 PM CALVIN & GIORDANO
FAX NO, 0
p, 02/02
SECTION 00900
Addendum No.4
to
Contract documents
CITY OF SUNNY ISLES BEACH
Atlantic Isles Roadway and Utility Improvements
CGA PROJECT NO. 05-4893
CITY BID NO. 08-06-01
To All Bidders:
Bidders for the above-referenced project shall take note of the following changes,
additions, deletions, clarifications, etc. to the Plans and Specifications, which in
accordance with the Contract Documents shall become a part of and have precedence
over anything shown or described otherwise.
IN THE CONTRACT DOCUMENTS:
1. In Document 00020, change the bid opening date to Monday, July 7, 2008.
This is to change the date for receiving and opening of bids. Sealed bids will be
received by the City Clerk until 11 :30 am on Monday, July 7, 2008 and after that
time bids will be opened and read aloud.
2. In Document 00300 and Document 00500, change contract time from 170
calendar days to 240 calendar days.
3. In Document 00300 and Document 00500, change to read "The Owner agrees,
as a bonus for each calendar day of early completion before 200 calendar days
of notice to proceed, the amount of $2,000.00 per calendar day. The bonus is
limited to a maximum of $60,000.00".
4. In the Geotechnical Report that was included in Addendum No.3, add the
following disclaimer "Soil borings are for reference only and are not intended to
represent all soil conditions which may be encountered on this project. In all
cases, the contractor shall provide suitable pipe bedding and backfill in
accordance with contract documents and Miami Dade Water and Sewer
standards and specifications for sanitary sewer; FOOT for drainage collection
system; City of North Miami for the water distribution system".
All other documents, specifications, drawings, terms and conditions remain the same.
Bidders must acknowledge receipt of Addendum on Page 00300-7.
END OF SECTION
06/08
00900-1
05-4893
SECTION 00900
Addendum NO.5
to
Contract documents
CITY OF SUNNY ISLES BEACH
Atlantic Isles Roadway and Utility Improvements
CGA PROJECT NO. 05-4893
CITY BID NO. 08-06-01
To All Bidders:
Bidders for the above-referenced project shall take note of the following changes,
additions, deletions, clarifications, etc. to the Plans and Specifications, which in
accordance with the Contract Documents shall become a part of and have precedence
over anything shown or described otherwise.
IN THE CONTRACT DOCUMENTS:
1. In Document 00300, replace in its entirety.
2. Clarification to Southeastern Engineering's question p in Addendum No. 3 (In
case RTU antenna will be part of contract, who provides the program and set up
communication. Response: Response: This is the responsibility of Miami-
Dade Water and Sewer Department.
3. In response to bidders RFI'S:
Conquest Enqineerinq:
a) In the electrical section in Addendum NO.3 breakdown an item has been
added (Fall 25kva transformer). It is the 70th item on the breakdown; it is
in the lift station subdivision. The Fall 25kva does not appear on the plans
I have in my possession. It's necessary that I receive more information on
that item to inform my supplier.
Response: This will be FPL supplied.
b) Item #70 what kind of transformer are you inquiring about and is it the
normal utility supplied transformer or a different one? (He needs phasing,
primary and secondary voltages, and transformer impedance).
Response: This will be FPL supplied.
c) Item #72 disconnect switch? Is this the one supplied for the station,
single-phase stainless steel fusible?
Response: There are two (2) disconnects one for the lift station the
other for the street light service, both will be stainless steel nema 4x.
d) Item #73 you are inquiring about ~" RGS this is a Metro Dade Station that
requires 2" conduit to the wet well via a motor junction box.
Response: All work must be in accordance with MD WASD standards
and specifications not Metro Dade, which does require 2" to the wet
well.
06/08
00900-1
05-4893
06/08
e) Item #74 copper clad ground rods? How long what diameter?
Response: 5/6" x 10' long.
f) I need to know the new estimated cost for this project because according
to Addendum NO.3 the new estimated cost is $1,345,000.00 and before it
was $3,450,000.00.
Response: The estimated cost for this project is $3,450,000.00.
g) I need to know if you already have a new estimated cost for the alternate
bid "Atlantic Isles System Betterment" in North Miami Beach.
Response: The Bid Tab will contain bid items for the North Miami
Beach Water Distribution System.
h) I also need to know if the alternate project will need a bid bond, and how
you would have received the bid bond if there is one. Such as if they will
both have to be together or if they can be separate.
Response: No alternates are included in the Bid Tab; therefore, a bid
bond is required for the entire project.
American Enqineerinq:
a) Bid Item #7 is called "Relocate powerllight poles." From the text of
Addendum No.3, I understood that we were to bid removal of light poles,
not relocate. Please clarify?
Response: The overhead electrical distribution system including the
power and light poles will be removed once the underground system
is energized. No relocation of power/light poles will be required.
b) The bid item to mill and resurface the bridge (the old bid form item #17)
has been deleted. Where are we to include this work or has it been
deleted?
Response: The work has been deleted.
c) The answer to SE Engineering's question Item band Downrite
Engineering's question Item a seem to contradict each other. Based on
the revised bid form, I assume that we are to demolish and remove the
pavers from the site in Bid Item #4 and install a plan 6" concrete slab to
replace it. Is this correct?
Response: Saw cut all driveways at the right of way line; remove and
dispose of all material; replace driveways with 6" concrete slab with
woven wire mesh as shown on the revised plans. Note: pavers are
to be salvaged for possible repair during construction. Excess may
be retained at the option of the owner.
d) On the revised bid form, Item #21 "Pavement seam joint at bridge
location" has been added. What is the specification for this "seam joint"?
Is this required at both bridges or only one of them?
Response: All the bridges are included. EE FDOT Index 2100 Sheets
1 thru 3 for details.
e) On the revised bid form Item #76, Allowance Account, is the correct
amount $500,000.00 or $5,000,000.00?
Response: The correct amount is $500,000.00.
00900-2
05-4893
Acosta Tractors, Inc.:
a) Item #35 on the bid form calls for 8" DIP sanitary sewer, where is this pipe
reflected on the plans?
Response: See revised sheets in this addendum.
b) Item #41 on the bid form calls for 3" DIP sanitary sewer, where is this pipe
reflected on the plans?
Response: Within the lift station before connecting to 6" force main;
however, the bid item has been removed with a lump sum payment
as part of the total lift station package.
c) Item #23, 24 and 25 which add up to 28 structures, I was only able to
identify 24 structures on the plans.
Response: See revised bid form attached to this addendum.
d) Per my past experience the City requires a minimum of 5hp for the lift
station.
Response: A 5hp 3 phase pump is now specified.
e) In reference to question 0 & P (Addendum No.3) in the past the City
provided the RTU and set up communication, will this now be provided by
the pump manufacturer?
Response: This is the responsibility of Miami-Dade Water and Sewer
Department.
f) Will bid date be extended; I am still pending on several subcontractors
quotes.
Response: The bid date has been extended as provided in
Addendum No.4.
g) On Atlantic Blvd. between 282 & 288 there are two Australian Pines of
approx. 4' in diameter and over 100 feet tall. There is no line item for this
removal.
Response: All trees, landscaping, driveways, and other
improvements that are in conflict with the proposed improvement
shall be removed by the contractor with costs included in the
contract price.
h) The fence that is on the right-of-way 333 Atlantic Ave will that be removed
by the owner?
Response: Anything within the right-of-way shall to be removed by
the Contractor. The owner may salvage, at their expense, any
improvement, including landscaping and trees within the right.
Budqet Construction:
a) Please clarify the discrepancy in quantity from plan and new bid sheet
provided in Addendum NO.3?
Response: Please referto current Bid Tab and Plans.
b) Please clarify the discrepancy in unit price and estimated total for the FPL
undergrounding?
Response: The correct amount is $500,000.00 for Unit Price and
Estimated Price.
06/08
00900-3
05-4893
Development & Comm. Group:
a) Can we know the manufacturer of the electrical poles?
Response: Pole manufacturer will be Spring City Electrical.
Metro Equipment:
a) Bid item 10 - What is the expected work to be performed for this item?
did not see it under the Measurement & Payment.
Response: The profile grade of the roadway is to be adjusted to
grades shown on the plans. Bid Item 10 is a lump sum for the
excavation, load, haul, placement and if necessary removal of
material to accomplish this task.
b) Bid item 11 - What is the City's expectation of how this work is going to be
performed (installed/placed)?
Response: 170 calendar days for final completion, unless the City
extends the days by an Addendum. All work must be in accordance
with the plans, specifications, and code; however, the Means and
Methods of construction remain with the contractor.
c) Bid item 13 - Does this bid item cover just the compaction of the sub-
base/grade or is the City's expectation to scarify the sub-grade and add
suitable material to make it LBR 40?
Response: All work must be in accordance with the plans,
specifications, and code. Deleterious material, large rocks, wood
and other unsuitable material must be removed and disposed of
properly. Additional backfill may be measured and paid for under
Item 14 at the direction of the Engineer.
d) Bid item 14 - What select material does this item cover? Is this material to
be used to backfill if we encounter unsuitable material in our trench? Or
the sub-base/grade?
Response: Yes and Yes at the direction of the engineer. Note that
overruns in quantity in excess of 25% for Item 14 will require a
Supplemental Agreement to establish an equitable unit price for this
work.
IN THE CONTRACT DRAWINGS:
1 . In the Plan Sheets please replace all sheets in their entirety.
All other documents, specifications, drawings, terms and conditions remain the same.
Bidders must acknowledge receipt of Addendum on Page 00300-7.
END OF SECTION
06/08
00900-4
05-4893
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Facsimile
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Randy Pierson
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Solo Construction
DATE:
July 3, 2008
TO:
. FAX NO:
(305) 944-0037
. FROM:.
Joanne Maglietta
NO. PAGES
(Including Cover):
2
RE:
CC:
Atlantic Isles Utility &
Roadw~y Improvements
File
PROJECT NO.:
05-4893
Hard copy follows by:
r Mail
r FedEx
r c .
ouner
P'
. No hard copy
r: Urgent
R
For Review
r
Please Comment
r Please Reply
The following RFI is hereby issued via facsimile.
r:IProJ~llIZaa"a~4R~;1 Clly .(Sunny bl., Beach" Atlanrio Ave RD.dw1Iy nnd DOlin.S" Imptml.m.nl,ICo""'pond.nuISPECS\l1ax. JlfJII],SIlIIl.~oc
JUL-Uj-~UUd IHU Ul;~O rn GHLVIN & ~lUKUHNU
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Response to RFI No. 1
Atlantic Isles roadway and Utility Improvements
CITY OF SUNNY ISLES BEACH BID NO. 08-06-01
CGA PROJECT NO. 05-4893
July 3, 2008
Central Florida Equipment
1. Bid Item No. 21 "Pavement seam joint at bridge" Please confirm that the specification for
this 'I seam joint" can be obtained at EE FDOT Index 1200 Sheets 1 thru 3.
Response: For COIJcrete to asphalt joints u,ve self-leveling silicone or hot pour
sealant per FDOT Flexible Pavement Manual (latest edition).
American En~ineering
1. My asphalt subcontractor tells me that type FC 12.7 does not exist and perhaps it should
be FC 12.5, In any case) an FC or friction course mix is not normally placed 2 inches
thick. Usually a I" or 1.25" structure asphalt would be used for the first lift and a .75" or
1" Fe (friction course) would be used for the second lift. A 2" of type FC (Friction
course) asphalt is probably not going to give the City the structural integrity or longevity
that they expect. Please confinn the asphalt section required for this road work.
Response: 2'. FDOT Superpave Type SP12.5 Asphaltic Concrete.
2. If possible, could we have two separate line items to replace bid item #9-Green Areas in
ROW, including fine grade and sod? The green area earthwork is relatively minor and it
will be problematic to determine a precise CY quantity in the field. This is one item that
can probably best be handled as a slump sum item. Then the sod should be handled as a
separate line item by the SF for the actual quantity of sod installed in place. Sod in place
is easily measured in the field and then the City pays only for sod actually installed and
the contractor doesn't have to carry a large contingency for possible sod requirements.
Response: No
3. The bid doc\.unents require that the contractor pay for pennits. Does this include the City
of Smmy Isles Beach fees or will these fees be waived? If they are to be included, can
you include a City permit fee schedule in the next addendwn?
Response: Need to getfee sclledulejrom City's wehsite or Building Department.
4. The RTU unit is said to be included in the base bid but there is not specification on what
model or what program to be used for the RTU unit. A specitlcation is needed.
Respo1lse: RTU is part of the lift statiolJ package designated as a lump sum bid.
RFI Rcponscs
05-4893
SOLO
Construction Co~oration
3855 Commerce Parkway Miramar, Florida 33025 Phone: (305) 944-3922 Fax: (305) 944-0037
CORINTHIAN NEIGHBORHOOD IMPROVEMENTS
Address: NE Comer of NW 22nd Ave & NW 78th Street Miami, Fl33167
Awarded Contract Amount: $1,100,000.00 Final Contract Amount: $1,200,000.00
Status: Completed Apri12007
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Brief Description
Neighborhood Improvements consisting of Waterline, Storm Drainage, Sanitary Sewer, Pump Station in Liberty
City, Miami Florida.
Team Members
Owner: PHG Builders
Address: 9400 South Dadeland Blvd Suite 100 Miami, Florida 33156
PHfFX: (305)854-7100/ (305)859-9858
General Contractor: Solo Construction Corporation
ArchitectfEngineer: Camero & Associates
7400 Southwest 50th Terrace
Suite 204
Miami, FL 33155
(305)665-7602
Contact Name: Felix Braverman
Superintendent: John Locke
Project Manager: Julio Cuenca
SOLO
Construction Co~oration
3855 Commerce Parkway Miramar, Florida 33025 Phone: (305) 944-3922 Fax: (305) 944-0037
MIAMI INTERMODEL CENTER (1IDEUNE).
Address: Lejeune Road and NW 31st Street Miami, Fl33142
Awarded Contract Amount: $1,900,000.00 Final Contract Amount: $2,000,000.00
Status: April 2006
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PHOTO COURTESY OF SOLO CONSTRUCTION CORPORATION
Brief Description
Roadway, Storm Drainage, Waterline Improvements on Lejeune Road at Miami International
Airport
Team Members
Owner: Turner Construction
Address: 3941 NW 22nd Street Miami, Fl33142
PHjFX: (305)218-0057/ (305)870-9517
General Contractor: Solo Construction Corporation
ArchitectfEngineer: A& P Consulting Transportation Engineers
10305 NW 41st Street
115 Miami, Fl33178
(305)592-7283
Contact Name: Tim Mincer
Superintendent: John Locke
Project Manager: Julio Cuenca
SOLO
Construction Co~oration
3855 Commerce Parkway Miramar, Florida 33025 Phone: (305) 944-3922 Fax: (305) 944-0037
BAY HARBOR TOLL PLAZA WIDENING
Project Address: NW 123 Street between West Bay Harbor Drive and East Bay Harbor Drive(East Of
US1)
Awarded Contract Amount: $1,000,000.00 Final Contract Amount: $1,000,000.00
Status: Com leted October 2007
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PHOTO COURTESY OF SOLO CONSTRUCfION CORP.
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Brief Description
Drainage Improvements & Roadway Widening of toll facility from four coin collection lanes to six.
Team Members
Owner: Town of Bay Harbor Contact Name: Randy Daniel
Address: 9665 Bay Harbor Terrace Bay Harbor Islands, Fl33131
PH/FX: (305) 866-6241/ (305) 866-4863
General Contractor: SOLO Construction Corporation Superintendent: Ricky Pierson
Architect;Engineer: Calvin Giordano & Associates Inc Project Manager: Julio Cuenca
1800 Eller Drive Suite 600
Fort Lauderdale, Fl33316
(954 )921-7781
SOLO CONSTRUCTION
CORPORATION
EQUIPMENT LIST
Combinations
Lie;ht Trucks
C-686 - CAT 416
C-687 - CAT 416
C-688 - CAT 416
T-122 Ford F-150
T-123 Ford F-150
T-124 Ford F-150
T-126 Ford F-150
T -130 Ford Explorer
Graders
G-704 - HUBER 850A
G-705 - CAT 12G
Heavv Trucks
Rollers
H-928 2,000 g.
H-900 Peterbuilt 378
H-932 Peterbuilt 330
H-929 Ford F-800
H-927 Ford F-450
H-954 Peterbuilt 357
H-956 Peterbuilt 357
H-957 Peterbuilt 357
H -958 Peterbuilt 357
H-959 Peterbuilt 357
H-960 Peterbuilt 357
H -962 Peterbuilt 357
R-2552 - INGERSOLL-RAND SD-I00D
R-2554 - INGERSOLL-RAND SD - 100D
R-2562 - INGERSOLL - RAND SD - 100D
Dozers
2-4444t- CAT D5H
2-4446 - CAT D6H
Z-4448 - KOMATSU D65-EX - 12
Loaders
L-890 CAT 936 F
L-892 CAT 936 F
L-894 CAT 950 F
L-896 CAT 966F
Excavators
E-524 CAT 235C
E-526 KOMATSU PC400LC-5
E-527 HITACHI EX270LC
E-528 CAT 320C LU
LIST OF SUBCONTRACTORS
The Bidder SHALL list below the name and address of each Subcontractor who will perform work under this
Contract in excess of one-half percent of the total bid price, and shall also list the portion of the work which
will be done by such Subcontractor. After the opening of Proposals, changes or substitutions will be allowed
with written approval of the City of Sunny Isles Beach. Subcontractors must be properly licensed.
Work to be Performed
I ( su~cont~actor's Name/Address
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NOTE: Attach additional sheets if required.
05/08 Final Version
00420-3
05-4893
'" . ,.... . ......,.. . "--""1 ,....."
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD
1940 NORTH MONROE STREET
TALLAHASSEE FL 32399-0783
(850) 487-1395
PIERSON, RANDY L
SOLO CONSTRUCTION CORPORATION
2920 WINDMILL RANCH RD
FT LAUDERDALE FL 33331
. STATE OF FLORIDA ACI 2 L 7 .s :: [!,
DEPARTMENT OF BUSINESS AND
. PROFESSIONAL REGULATION
CUC025613
07/22/06 058096536
COT UNDERGROUND &: BXCAV CNTR
PIERSON, RANDY L
SOLO CONSTRUCTION CORPORATION
IS CERTIFIED UDder the provi.8:1.cma of Ch.tS9 J'S
SZpiraUoa date. AUG 31, 2008 L0607220087f
DETACH HERE
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STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD SEQ#L0607220087"
- - LICENSE NBR
07 22 2006 058096536 CUC0256l3
The UNDERGROUND UTILITY & EXCAVATION CO
Named below 1:S CERTIFIED
Under the provisions of Chapter 489 FS.
Expiration date: AUG 31, 2008
PIERSON RANDY L
SOLO CONSTRUCT1:ON CORPORATION
2920 WINDMILL RANCH RD
PT LAUDERDALE FL 33331
JEB BUSH
GOVERNOR
DISPLAY AS REQUIRED BY LAW
SIMONE MARSTILLBR
SECRETARY
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