Rehab of Sanitary Sewers
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CITY OF MIAMI BEACH, FLORIDA
PROCUREMENT DIVISION
1700 CONVENTION CENTER DRIVE
MIAMI BEACH, FLORIDA 33139
L
CONSTRUCTION CONTRACT DOCUMENTS
PROJECT MANUAL FOR THE FOLLOWING PROJECT(S):
REHABILITATION OF
SANITARY SEWERS
INVITATION TO BID NO.: 36-00/01
http:\\cl.miami-beach.fl.U8
E-mall: guslopez@ci.miami-beach.fl.U8
Telephone: 305.673.7490
Facsimlle: 305.673.7851
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
1
CITY CLERK
e/t-
12-) If 10/
NOTICE TO USING DEPARTMENT(S) AND CONSULTANTS
Any deviations from City of Miami Beach Standard Form Construction Contract
Documents or any conflicts between the Technical Specifications, or the Supplementary
Conditions and these Documents must be submitted in writing to the City's Procurement
Director and to the Office of the City Attorney for approval prior to the public notice of
the Invitation for Bid. All deviations or conflicts with the standard fonn must be listed by
paragraph number and page number.
() There are no deviations
() There are deviations and/or conflicts per the attached pages D1 through
(Using Department)
(Director)
(Consultant)
Changes approved by:
City Attorney
Procurement Director
Date
Date
BID NO: 36-00/01
DATE: 8/19/01
CITY OF MIAMI BEACH
1
TABLE OF CONTENTS
PAGE
NOTICE FOR BIDS...................................................................................................................... 7
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00200.
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00405.
00407.
00410.
00500.
BID NO: 36-60/01
DATE: 8/29/01
GENERAL INSTRUCTIONS TO BIDDERS ..................................................... 9
DEFINITIONS .......................................................... ...........................................10
INSTRUCTIONS TO BIDDERS ....................................................................... 13
1. Examination of Contract Documents and Site ................................... 13
2. Pre-Bid Interpretations ........................................................................... 13
3. Submitting Bids.......................................................................................14
4. Printed Form of Bid ................................................................................ 14
5. Bid Guaranty... ...... ............... .......................... .......... ................... ............. 14
6. Acceptance or Rejection of Bids.......................................................... 14
7. Determination of Award .........................................................................15
8. Evaluation ................................................................................................ 15
9. Contract Price .................;.......................................................................15
10. Postponement of Date for Presenting and Openirg of Bids ...........15
11. Qualifications of Bidders........................................................................ 15
12. Addenda and Modifications................................................................... 16
13. Prevailing Wage Rates ..........................................................................16
14. Occupational Health and Safety........................................................... 16
15. Environmental Regulations ................................................................... 17
16. "Or Equal" Clause................................................................................... 17
17. Protested Solicitation and Award ......................................................... 17
BI OtTEN DER FORM.... ..... ..... ..... ............ ......... ................ .................................. 19
CITY OF MIAMI BEACH LICENSES, PERMITS AND FEES .....................22
SCHEDULE OF PRICES BID ........................................................................... 23
BID GUARANTY FORM
UNCONDITIONAL LETTER OF CREDIT....................................................... 24
SUPPLEMENT TO BIDtTENDER FORM
QUESTIONNAIRE..............................................................................................26
CITY OF MIAMI BEACH
3 '
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00530.
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00600.
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00710.
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TABLE OF CONTENTS
(Continued)
SUPPLEMENT TO BIDfTENDER FORM
NON-COLLUSION CERTIFICATE ..................................................................32
SUPPLEMENT TO BIDfTENDER FORM
DRUG FREE WORKPLACE CERTIFICATION.............................................33
SUPPLEMENT TO BIDfTENDER FORM
TRENCH SAFETY ACT ....................................................................................35
RECYCLED CONTENT INFORMATION........................................................ 37
CONTRACT......................................................................................................... 38
FORM CERTIFICATE OF INSURANCE........................................................47
FORM OF PERFORMANCE BOND ...............................................................48
FORM OF PAYMENT BOND ........................................................................... 51
CERTIFICATE AS TO CORPORATE PRINCIPAL.......................................54
PERFORMANCE AND PAYMENT GUARANTY FORM
UNCONDITIONAL LETTER OF CREDIT.......................................................55
GENERAL CONDITIONS ................................................................................. 57
1. Project Manual........................................................................................57
2. Intention of City .......................................................................................57
3. Preliminary Matters ................................................................................ 58
4. Performance Bond and Payment Bond ..............................................59
5. Qualification of Surety............................................................................60
6. Indemnification....... ......... ....... ..... .................. ............ ..............................62
7. Insurance Requirements .......................................................................62
8. Labor and Materials................................................................................65
9. Royalties and Patents ............................................................................ 66
10. Weather .................................................................................................... 66
11. Permits, Licenses and Impact Fees .................................................... 66
BID NO: 36-00/01 CITY OF MIAMI BEACH
DATE: 8/29/01 4
TABLE OF CONTENTS
(Continued)
12. Resolution of Disputes..............:;,...........................................................67
13. Inspection of Work.................................................................................. 68
14. Superintendence and Supervision....................................................... 68
15. City's Right to Terminate Contract....................................................... 70
16. Contractor's Right to Stop Work or
Terminate Contract.............................. .......... ............ .............. ....... ........ 71
17. Assignment.............................................................................................. 71
18. Rights of Various Interests....................................................................72
19. Differing Site Conditions ........................................................................ 72
20. Plans and Working Drawings ...............................................................73
21 . Contractor to Check Plans,
Specifications, and Data........................................................................ 73
22. Contractor's Responsibility for
Damages and Accidents ........:...............................................................73
23 . Warranty.... ............... ....... .......... .............. ......................... ..... ...... ...... ........ 73
24. Supplementary Drawings ...................................................................... 74
25. Defective Work........................................................................................74
26 . Taxes... ...... ..................... ...................... ....... .... ........ ................... ....... ....... 75
27. Subcontracts...... .............................. ...... ......... ................ ...... .... ...............75
28. Separate Contracts ................................................................................ 75
29. Use of Completed Portions ...................................................................76
30. Lands for Work...........................................................................:............77
31. Legal Restrictions and Traffic Provisions ........................................... 77
32. Location and Damage to Existing
Facilities, Equipment or Utilities ...........................................................78
33. Value Engineering .............................................................:.................... 78
34. Continuing the Work...............................................................................79
35. Changes in the Work or Terms
of Contract Documents..........................................................................79
36. Field Orders and Supplemental Instructions ...................................... 80
37. Change Orders........................................................................................80
38. Value of Change Order Work ...............................................................81
39. Notification and Claim for Change of
Contract Time or Contract Price ..........................................................86
40. No Damages for Delay.......................................................................... 86
41. Excusable Delay; Compensable;
Non-Compensable ................................................................................. 87
42. Substantial Completion.........................................................................88
43. No Interest ...............................................................................................88
44. Shop Drawings........................................................................................ 89
BID NO: 36-00/01 CITY OF MIAMI BEACH
DATE: 8/29/01 5
00900.
00920.
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00923.
00925.
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01000.
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TABLE OF CONTENTS
(Continued)
45. Assignment..............................................................................................90
46. Safety and Protection............................................................................. 91
47. Final Bill of Materials ..............................................................................92
48. Payment by City for Tests .....................................................................92
49. Project Sign ........................................................... .................................. 92
50. Hurricane Precautions ........................................................................... 92
51. Cleaning Up; City's Right to Clean Up ................................................ 93
52. Removal of Equipment .......................................................................... 93
53. Nondiscrimination, Equal Employment Opportunity,
and Americans with Disabilities Act..................................................... 93
54. Project Records ...........................................:..........................................94
SUPPLEMENTARY CONDITIONS ................................................................. 95
ADDITIONAL ARTICLES ..................................................................................96
1. Prevailing Wage Rate Orclinance......................................................... 96
2. Federal Grant Projects........................................................................... 96
STATEMENT OF COMPLIANCE
(PREVAILING WAGE RATE ORDINANCE NO. 83-72) ..............................97
STATEMENT OF COMPLIANCE
{DAVIS BACON ACT).......................................................... .............................. 98
CERTIFICATE OF SUBSTANTIAL COMPLETION...................................... 99
FINAL CERTIFICATE OF PAYMENT...................................~.......................101
FORM OF FINAL RECEIPr............................................................................102
DRAWINGS INDEX .........................................................................................104
ADDENDA AND MODIFICATIONS ...............................................................105
TECHNICAL SPECiFiCATIONS....................................................................106
PLANS AND SPECS ORDER FORM ...........................................................172
SCHEDULE OF VALUES AND BID AMOUNT............................................ 173
ACKNOWLEDGEMENT OF ADDENDA ......................................................178
CUSTOMER REFERENCE LISTING......................... ...................................179
CATCH BASIN SCHEDULES ................................................................................................180
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
6
CITY OF MIAMI BEACH
1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FLORIDA 33139
http:\\ci.miami-beach.fl.us
~
~
PROCUREMENT DIVISION
Telephone (305) 673-7490
Facsimile (305) 673-7851
INVITATION TO BID NO. 36-00/01
NOTICE TO CONTRACTORS
Sealed bids will be received by the City of Miami Beach Procurement Director, 3rd
Floor, 1700 Convention Center Drive, Miami Beach, Florida 33139, until 3:00 p.m. on
the 11th day of October, 2001 for:
REHABiliTATION OF SANITARY SEWERS
Scope of Work: The Project consists of furnishing all labor, material and equipment for
rehabilitation, . by the resin impregnated felt /cured in-place pipe lining method,
approximately 57,000 feet of 6, 8, 10, 12, 15, and 18-inch gravity sanitary sewers,
grouting approximately 7,000 pipe joints, performing approximately 190 spot repairs,
and rehabilitating approximately 100 manholes in Miami Beach, Florida.
The work includes cleaning the existing sewers and lining them by the resin
impregnated liner method, grouting pipe joints, performing spot repairs, and.
rehabilitating manholes. The rehabilitation of the sewer line is accomplished through the
manholes.
Work also includes televising, making spot repairs internally and externally, cleaning,
and surface preparation of the interior of the existing pipeline, bypass pumping.
dewatering the segment to be lined, testing for leaks, cutting, testing and grouting lateral
connections, maintaining traffic control, and all other appurtenant and miscellaneous
related items and work for a completed Project.
At time, date, and place above, bids will be publicly opened. Any bids or proposals
received after time and date specified will be returned to the bidder unopened. The
responsibility for submitting a bid/proposal before the stated time and date is solely and
strictly the responsibility of the bidder/proposer. The city is not responsible for delays
caused by mail, courier service, including U.S. Mail, or any other occurrence.
A Pre-Bid Conference will be held at 10:00a.m. on September 19,2001, at the City
of Miami Beach City Hall, 1st Floor Conference Room located at 1700 Convention
Center Drive, Miami Beach, FL 33139.
[] Attendance at the Prebid Conference is mandatory. A failure to attend the Prebid
Conference will automatically result in a Bidder being deemed non-responsive.
[ X ] Attendance at the Prebid Conference is highly encouraged and recommended as
a source of information but is not mandatory.
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
7
A Bid Bond of five (5%) percent of the bid amount will be required. The successful
bidder will be required to furnish Performance and Payment Bonds, each in the amount
of one hundred (100%) percent of the Contract amount.
The City has contracted with DemandStar by Onvla as our electronic procurement
service for automatic notification of bid opportunities and document fulfillment. We
encourage you. to participate in this bid notification system. To find out how you can
receive automatic bid notifications or to obtain a copy of this Bid, go to
www.demandstar.com or call toll-free 1-800-711-1712, and request Document
#363. Subscribing to DemandStar by Onvia's bid notification system is not a
requirement. You will still be able to find bid information and download documents
through the City's website (htto:/Ici.miami-beach.f1.us. From the City's home page, click
on Index, scroll down to Bids, RFPs, RFQs, etc., click on Bid Information and Bid
Status, double click on Order (Actions Column), and double click on Download
documents for a fee. You will be charged an administrative fee of $5.00 to download
this document. Plans are available for this bid but must be ordered through T-
Square MiamI. The attached order form on page 172 of this Bid package must be
completed and returned to T-Square Miami before prospective bidders will receive
requested plans and specifications.
Any questions or clarifications concerning this Invitation to Bid shall be submitted in
writing by mail or facsimile to the Procurement Department, 1700 Convention Center
Drive, Miami Beach, FL 33139 FAX: (305) 673-7851. The Bid title/number shall be
referenced on all correspondence. All questions must be received no later than ten (10)
calendar days prior to the scheduled Bid opening date. All responses to
questions/clarifications will be sent to all prospective bidders in the form of an
addendum.
The City of Miami Beach reserves the right to accept any proposal or bid deemed to be
in the best interest of the City of Miami Beach, or waive any informality in any proposal
or bid. The City of Miami Beach may reject any and all proposals or bids.
YOU ARE HEREBY ADVISED THAT THIS INVITATION TO BID IS SUBJECT TO THE
"CONE OF SILENCE, " IN ACCORDANCE WITH ORDINANCE NO. 99-3164. A
COpy OF ALL WRITTEN COMMUNICATION(S) REGARDING THIS BID MUST BE
FILED WITH THE CITY CLERK.
YOU ARE HEREBY ADVISED THAT THIS INVITATioN TO BID IS SUBJECT TO
THE "CODE OF BUSINESS ETHICS" ("CODE"), IN ACCORDANCE WITH
RESOLUTION NO. 2000-23879.
YOU ARE HEREBY ADVISED THAT THIS INVITATION TO BID IS SUBJECT TO
THE CITY OF MIAMI BEACH DEBARMENT ORDINANCE NO. 2000-3234.00100.
CITY OF MIAMI BEACH
~~7
(- t-:'~
Gus Lopez, CPPO
Procurement Director
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
8
CITY OF MIAMI BEACH
CITY HALL 1700 CONVENTION ceNTER DRIVE MIAMI BEACH, FLORIDA 33139
WoNW.cl.mlaml-beadJ.fl.us
COMMISSION MEMORANDUM
Subject:
Mayor David Dermer and
Members of the City Commission
Jorge M. ~onzalez \ lAW---'
City Manager cJ V' - 0
A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE
CITY OF MIAMI BEACHf FLORIDA APPROPRIATING $5,288,934
FROM THE 2000 SERIES WATER AND SEWER BOND FUND NO. 424,
AND AUTHORIZING THE AWARD OF A CONTRACT TO AZURIX
NORTH AMERICA UNDERGROUND INFRASTRUCTURE, INC. IN THE
AMOUNT OF $5,288,934, AS THE LOWEST RESPONSIVE AND BEST
BIDDER PURSUANT TO BID NO. 36-00/01 FOR THE
REHABILITATION OF SANITARY SEWERS.
Date: December 19, 2001
To:
From:
ADMINISTRATION RECOMMENDATION
Adopt the Resolution.
BID AMOUNT AND FUNDING
$5,288,934 Funding Is available from the 2000 Series Water and Sewer
Bond No. 424.
ANALYSIS
This Project consists of the continuation of the City's Infiltrationllnflow (III) mitigation
program, which began in 1993. Infiltration is groundwater that enters the sanitary sewer
system through leaks in pipes, pipe joints, and manholes. Inflow is typically stormwater that
enters the system through or around the manhole covers or through improper connections,
such as roof or yard drains that may be connected to the sanitary sewer system instead
of the stonnwater system. Under some conditions, such as during rainfall events.
wastewater flows dramatically increase due to infiltration and inflow. Since the cost of
treating wastewater is high, it is essential that infiltration and inflow be dramatically
reduced.
FUNDING APPROVAL
Management & Budget
248
Bid No. 36-00/01
Page Two
December 19, 2001
ANALYSIS (Continued)
This program's objective is to systematically identify locations of infiltration and inflow within
the sanitary sewer system and eliminate the problem by rehabilitating or replacing the pipe
segments and manholes that have been identified as deficient. A collateral benefit of this
program is an extension af the life expectancy of the components that are rehabilitated.
Additionally, this program is to bring the City into compliance with the first Phase of the
EPA's Consent Decree, which mandates the reduction of Infiltration and Inflow as a result
of a settlement agreement between the EPA and Miami-Dade County. The Consent
Decree imposes scheduled improvements for wastewater collection systems and treatment
facilities in oreler to meet existing environmental regulations.
This contract covers the rehabilitation of sanitary s.ewer lines and manholes throughout the
City of Miami Beach and includes fumishing all labor, material and equipment for
rehabilitation, by the resin Impregnated felt Icured in-place pipe lining method. This
includes approximately 57,000 feet of gravity sanitary sewers (6. 8, 10, 12, 15, and
18-inch), grouting of approximately 7,000 pipe joints, performing approximately 190 spot
repairs, and rehabilitating approximately 100 manholes in the City of Miami Beach, Florida.
The work includes cleaning the existing sewer pipes and lining them in-place by the resin
impregnated liner method, grouting pipe joints, performing spot repairs, and rehabilitating
manholes. The rehabilitation of the sewer line is accomplished through the manholes.
Work also includes televising, making spot repairs, cleaning, and surface preparation of
the interior of the existing pipeline, bypass pumping, dewatering the segment to be lined,
testing for leaks, cutting, testing and grouting lateral connections, maintenance of traffic
control, and all other appurtenances and miscellaneous related items and work for a
completed Project.
The pipe segments requiring rehabilitation under this contract are scattered throughout
various areas of the City as follows:
· South Beach - south of Dade Blvd and north of 5th Street (including the Venetian
Islands) - 42,000 L.F. .
· Mid-Beach- north of Dade Blvd. and south of 63rO Street (including La Gorce Island and
Collins Ave.) - 26,000 L.F.
· North Beach - North of 63rO Street (including the south half of Normandy Island) -
27,000 L.F.
Previous projects of this nature in Miami Beach indicate that there will be minimal
disruption within the various neighborhoods. The rehabilitation process is performed within
the pipe, from manhole to manhole, and requires no excavation of the actual pipe.
249
Bid No. 36-00/01
Page Three .
December 19, 2001
ANALYSIS (Continued)
Daily flow records have been evaluated to compare the flow quantities for the year 1993,
the inception of the program, to FY 2001. The County's Virginia Key flow records indicate
a reduction of daily flow of approximately 3,674,000 GPO since the program's beginning.
The reduction of flow is approximately 60% of the predicted removable infiltration and has
saved the City an estimated $2,114,000 per year in direct treatment costs.
The reduced flow volumes also result in indirect savings in the reduced operating and
maintenance costs of the pump and lift statians within the City.
To date, approximately 75% of the recommended pipe rehabilitation has been completed,
with the greatest sources of III being addressed first. This rehabilitation has resulted in
eliminating approximately 60% of the estimated 6.5 MGO of III from the sanitary sewer
system. This project will complete the remaining 25% of the recommended pipe
rehabilitation, and once completed. should save the City approximately $880,000 per year.
The contractor will be completed with the wark within four-hundred-flfty-five (455) calendar
days after the issuance of the notice to proceed. The contractor will provide Performance
and Payment Bonds each in the amount of one-hundred (100%) percent of the contract
price.
Invitation to Bid No. 36-00/01 was issued on September 5, 2001, with an opening date of
November 9, 2001. A non-mandatory pre-bid conference was held September 19. 2001.
DemandStar.com issued bid notices to one-thousand-eight-hundred-nine (1809)
prospective bidders, resulting in thirty-four (34) vendors requesting bid p1'lckages, which
resulted in the receipt of three (3) responsive bids.
The Consultant (Klmley-Hom & Associates, Inc.) has reviewed the three (3) bids received,
and has recommended award of this contract to the lowest overall bidder, Azurix North
America Underground Infrastructue, Inc.
The Consultant and the Procurement Division have checked references, and this
Contractor comes highly recommended. This contractor has been in business twenty-
seven years as a General Contractor, and provides quality work and completes all projects
within the required completion dates. This contractor received overall excellent ratings from
Broward County, Hazen & Sawyer, the City of Coral Springs, and Orange County for
similar projects such as this.
250
Bid No. 36..00/01
Page Four
December 19, 2001
ANALYSIS (Continued)
Based on this analysis, the City recommends that the contract be awarded to the lowest
responsive, responsible bidder, Azurix North America Underground Infrastructue, Inc.
BID TABULATION
Vendor Lump Sum
Azurix North America $5,288,934
Insituform Technologies, Inc $5,448,673
. Lanzo Linino Services, Inc. $5,486.100
JMG/RM/FB/GL/je
\\CH2\VOL 1 \PURC\$ALL \JOHN\COMM\52-0001.doc
251
CITY OF MIAMI BEACH
1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FLORIDA 33139
hl1p:l\cl.miami-baach. fl.us
PROCUREMENT DIVISION
Telephone (305) 673-7480
Fecslmlle (305) 673-7851
INVITATION TO BID NO. 36-00/01
ADDENDUM NO.4
October 31, 2001
Rehabilitation of Sanitary Sewers is amended as follows:
CLARIFICATIONS:
Pipe bursting is not an acceptable alternative because there is substantial amounts of excavation
associated with this method of pipe replacement
Inner Guard Environmental Services apparently went out of business after the specifications were
completed. Please delete the section referencing Inner Guards product. Page 131 A.l crystalline
water proofing material through Page 132 A.3 epoxy outer coating material, Section B and C
manhole rehabilitation methods are to remain unchanged.
Point Repairs:
· "Location of Point Repair on Main?"; The location of1he point repairs are noted in a data cob.unn
on the right side of the plan sheets where line segment infunnation is provided. Items 5 and 6 in the
data column provide infonnation on the recommended rehabilitation, and the station (location) of
the possible spot repair.
· "Depth of Pipe?"; The depths of the various pipe sizes are noted by range from zero to five foot
depth and five to ten foot depths plus additional one foot increments. This is provided in the
measurement and payment section of the specifications, on the bid tabulation sheet, and the specific
infonnation is shown on the profile of the plan sheets.
"Size of Pipe?": The size of pipe is noted in the measurement and payment section of the
specifications and in the bid tabulation sheets. Additionally, the pipe size is noted on the sewer atlas
provided and the plan sheets. The pipe material and size are noted in the data column on the right
side of the sheet and the pipe is shown on the profile of the plan sheets.
Addendum No.4
Bid No. 36-00/01
Page 2
Pipe Lining:
. "Size of pipe? (ifnot on the plans)": This is addressed in the measurement and payment section of
the specifications, on the plan sheets.
· "Depth of Pipe?": This is addressed in the measurement and payment section of the specifiCations,
on the plan sheets, and on the sewer atlas.
. "Number of Laterals on Mains?": The number of laterals requiring work by the contractor is
identified by task in the measurement and payment section of the specifications and on the plan
sheets.
M!!!;
Re: Section 1.0 - Scope of Work; The Contractor bidding this project must submit docwnentation
WITH THEIR BID PACKAGE that certifies the proposed repair methods have been used by
the Contractor and that ~d methods meet all ASTM requirements outlined in the stope.
Contractor must indicate that they have installed a minimum of 500,000 linear feet of the
proposed liner in the United States. Contractors shall furnish the names, addresses, and
telephone numbers of a minimum of four (4) finns or government organizations for which the
Contractor has met this requirement
ADD:
-
Re: Section 2.0 - Infonnation Fmnished by the City; A Project Field Representative will be available
during construction to anSwer questions related to the plans.
ADD:
Re: Section 3.0 - Sequence of Construction; The general sequence of constmction shall be as
follows, however a detailed Construction Schedule shall be submitted by the Contractor and
approved by the Engineer before the issuance of the Notice to Proceed. The City reserves the right
to make changes to the sequence as necessmy to facilitate the work or to minimize any conflict with
operations. The hours of work shall be 7:30 a.m. to 5:00 p.m., Monday through Friday. There will
be no work conducted on holidays or any other days directed in writing to the Contractor, by the
designated City Engineer. The hours of work on major roadways may be restricted to start at 9:00
am., or modified to best fit the maintenance of traffic.
Addendum No.4
Bid No. 36-00/01
Page 3
All work perfonned other than the above stated time frames shall be pre-approved in writing by the
City. Should the Contractor be required to work in addition to the stated time frames, which would
require the use of the City Engineer and/or the Consultant/Engineering finn (Kirnley Horn Assoc.)
to work overtime (more than nine homs per day) the following fees of $100 per hour for the use
of the City Engineer and Kimley Horns' Project Field Representative, and $165 per hour, for the
use of Kimley Horns' Engineer will be deducted from the total contract price.
REVISE:
Section 5.0.1 and 5.01, to read the following:
5.0.1 SHOP DRAWINGS
drawings in accordance with the requirements
of Shop drawings shall be submitted for all
materials and equipment offered for all work to be performed under this Contract. Shop drawings,
representative of materials and equipment to be used throughout the term of this Contract, shall be
submitted with the bid documents for this Contract. The Engineer will evaluate the submittals in order to
determine if the bidder will be eligible to be awarded the work represented in the Quotation form of this
document.
Prior to submission, the Contractor shall thoroughly check such drawings, calculations, etc. satisfying
himself that they meet the requirements of the Specifications and all other requirements of this document
and that they are coordinated with the arrangements set forth on other shop drawings, and shall place on
them the date of his approval and his signature. Where items for which shop drawings are submitted are
to meet special conditions listed in the detailed Specifications, the conditions shall be so noted on the
drawing. Where there is a deviation from the Specifications, the Contractor shall note it and state the
reason why a deviation is required.
The approval of drawings, calculations and data shall mean that upon examination of the submittals no
variations from the requirements of the Specifications have been discovered, and approval will not relieve
the Contractor of his responsibilities as defined under the Contract for work awarded to him. Shop
drawings are to be approved prior to ordering any materials.
Addendum No.4
Bid No. 36-00/01
p.age 4
5.01 REsIN IMPREGNATED FELT CURED IN-PLACE LINER
The liner shall be polyester fiber felt tubing with resins that shall be compatible with liner systems and
technical data submitted in accordance with paragraph _ The resin shall not contain fillers except
those required for viscosity control or fire retardance. The material supplied may be unsaturated
polyester, vinyl, or epoxy thermoset resins able to cure to final properties in the presence of water. The
cured liner shall exhibit the following properties:
Tensile Strength
Flexural Strength
Flexural Modulus of Elasticity
ASTM 0638
ASTM 0790
ASTM 0790
3,000 psi
4,500 psi
250,000 psi
The lining manufacturer shall submit to the Engineer for approval, complete design calculations for the
liner with the bid. The criteria for liner design shall be an HS-20 live load and the overburden as indicated
in the cut ranges in the Quotation Form, using a dry soil weight of 120 polUlds per cubic foot. Maximum
water table elevation shall be considered as at-surface and expected minimum lifetime is 50 years. Liner
side support shall be provided by the soil pressure against the existing pipe.
The existing pipe shall not be considered as providing any structural support. Modulus of soil reaction
for the existing pipe shall be considered to be the sanie as that generated by materials and methods given
in Section 6.09.6, "Compacted Backfill". An oval-shaped condition shall be considered at two percent.
Minimum inversion liner thickness shall be as appropriate for each designated location as specified by the
manufacturer.
No award of work will be made to any Contractor lUltil the design calculations for their liner have been
approved by the Engineer. Liner shall be as manufactured by Insituform Tech., 702 Spirit Fourty Avenue,
Chesterfield, MO., 63005, KM-InLiner U.S.A. (713) 331-8359; or approved equal.
AJi, a part of the design calculation submittal, the liner manufacturer shall submit a tabulation of time vs.
temperature. This tabulation shall show the lengths of time that eXposed portions of the liner will endure
without self-initiated cure or other deterioration beginning. This tabulation shall be at five degree
Fahrenheit increments ranging from 70 degrees F. to 100 degrees F. The manufacturer shall also submit
his analysis of the progressive effects of such "pre-cure" on the insertion and cured properties of the liner.
This information shall be submitted with the Bid so that the City may determine if the materials and
procedures offered by the Contractor meet the requirements of the City and these Specifications.
Addendum No.4
Bid No. 36-00/01
Page 5
Am!:
Re: Section 6.02 - Rehabilitation Cleaning, Para. 1, "There will be no additional payment for
cleaning areas of the system where grease or other pipe build-up may require additional cleaning
efforts beyond high pressure water cleaning. These additional cleaning efforts may include but not
be limited to chain flails or pulling cans through the pipe to dislodge the hardened build-up materials.
ADD:
-
Re: Section 6.06 - Liner Installation, Para. 7, Pg. 145; "It is the intent of the City, that the liner that
is installed, be free fiom any bumps or ridges throughout the project. Any bmnp or ridge in the liner
that is not directly caused by a deflection on indention of the host pipe, will result in a rejection of
the liner, and considered to be defective work."
Am!: TO TECHNICAL SPECIFICATIONS (End of Page 171)
Section 8 - Measurement and Payment:
Items 1. 2. 3. 4. 5. 6. 7. 8. 9. and 10 for furnishing and installing inversion pipe liner for existing 8-,
10-, 12-, 15-, and IS-inch nominal J.D. sewer per depths shown in the Proposal, including all
appurtenances, will be paid at the mrit price bid, per linea1 foot, times the number of feet installed
which payment shall be full compensation for the lined sewer, ready for service, and shall include,
but not be limited to, thennosetting resin; liner; chemical joint sealing materials; cleaning, televising
and preparation of the existing sewer; removal, transportation and disposal of material generated by
cleaning and preparation; sealing, dewatering and bypass pmnping; providing provisional sewexs to
maintain service; resin mixing and application; lining; curing; unloading of materials and placing them
in position; furnishing all materials and equipment to clean and test the sewer; cleaning, and testing
the sewer; and all other appurtenant and miscellaneous items and work for a complete installation,
retelivising and including final cleanup; material for repair of damage to the sewer caused by the
Contractor, if required, including pipe, fittings and special, pipe bedding, and materials for surfuce
restoration; transportation and handling costs delivered to the work site; and all other appmtenant
and miscellaneous items required for a complete and satisfactory installation.
The quantity for payment shall be the horizon1al projection of the centerline of the permanently
installed liner between manholes, measured to the nearest one-tenth of a foot from inside wall of
manhole. to inside wall of manhole for each section lined. Depth shall be measured from existing
grade to the invert of the existing pipe in the upstream manhole.
Addendum No.4
Bid No. 36-00/01
Page 6
Also included, if repairs are required due to damage caused by the Contractor's operation, will be
any bypass pmnping; providing provisional sewers to maintain service; complying with the State of
Florida Trench Safety Act, including shoring; removal, transportation and disposal of existing sewer
excavation; supporting and protecting existing utilities as required; dewatering; sheeting and shoring
if necessary; furnishing and installing replacement pipe, fittings and repair couplings; unloading
material and pIacing it in the trench; cutting pipe; furnishing and installing joint materials including
vegetable soap lubricant; making all connections within the lines to existing sewers, laterals and
structures; pIacing and compacting bedding and backfill; fiunishing and installing additional suitable
backfill material, if required; furnishing all materials and equipment required to clean and test the
sewer; cleaning and testing the sewer; temporary paving installation and removal; pennanent paving
replacement; replacement of pavement markings as existed before repair; replacing utilities, catch
basins, manholes, trees, grass, shrubs, mail boxes, sprinkler systems, concrete or rock bed
driveways, sidewalk and all other similar items, to original locations and to equal or better than
original conditions; obtaining and paying for any necessary permits; satisfYing all requirements of the
pennits, and all other appurtenant and miscellaneous items and worle including final cleanup; testing
for soils or other lab work needed due to Contractor damaging area.
Item II ,for reconnecting sanitary sewer service IaternJs, any size, to the new liner will be paid for
at the unit price bid times the mnnber of laterals connected. The price bid shall be full compensation
for the completed connection, ready for service, and shall include, but not be limited to, furnishing
the equipment necessary to internally cut out the liner to at least 95 percent, minimmn, of the
circmnference of the IateraI; cutting out the coupon; recovering all waste material from the sewer;
testing the seal of the lateral cormection to the liner; locating and exposing cleanouts when necessary;
using the cleanout to locate the sewer connection; bypass pwnping; performing all repairs required
due to dama~e caused by the Contractor, and all appurtenant and miscellaneous items and worle.
Item 12, for grout sealing lateral connections, any size, to the new liner will be paid for at the unit
price bid times the nmnber of lateral cormections that are grout sealed. The price bid shall be full
compensation for the completed sealed lateral connection to the new liner, ready for service, and
shall include, but not be limited to, application of the chemical grout, lateral cormection open flow
verification, monitoring operations during testing and sealing, record keeping, and avoiding
obstructions.
Items 13 throul!h 17 for joint grouting preparatory cleaning of 8, 10, 12, 15, and 18-inch diameter
sanitary sewers, respectively, will be paid for at the unit price bid times the number of feet cleaned
and accepted as measured to the nearest foot along the centerline of the sewer.
Addendum No.4
Bid No. 36-00/01
Page 7
The price bid shall be full compensation for furnishing all labor, materials and equipment required,
and shall include, but not be limited to, setting up and later removing cleaning equipment, trapping
and removal or sediment and residual wastes; transporting and disposal of the material to approved
disposal sites; tipping fees; completing cleaning reports as required by Section 6.05 "Sewer Swf3ce
Prepazation for Lining"; and all other appurtenant and miscellaneous items and WOlX including the
cleanup.
Item 18 through 22, for closed-circuit., intemal television inspection and testing of 8, 10, 12, 15, and
18-inch diameter sanitary sewers, rehabilitated by the joint grouting method respectively, will be paid
for at the unit bid price times the number of feet inspected and accepted as measured along the
centerline of the sewer.
The bid price shall be full compensation for furnishing all labor, materials and equipment required
except set-ups paid for in Item 24, and shall include, but not be limited to, recording the location,
condition and flow rate of tiach infiltrationfmtlow within reach of the sewer; video reconlings; and
other information listed in Section 6.03 "Television Obsetvation".
Item 23, for leak sealing, will be paid for at the unit price bid times the number of gallons of mixed
leak sealing grout applied to joints in sewers where approved by the Engineer.
Item 24, for equipment set-up to grout sewer lines, will be paid for at the unit price bid times the
number of set-ups approved by the Engineer.
The price bid shall be full compensation for finnishing all labor, materials and equipment required for
setting equipment and Iater removing it and bypass ptunping (except cleaning equipment and bypass
pmnping which will be paid for in Items I through 6). Only one set up will be paid for each manhole
reach unless the camera is unable to pass through the sewer lines and the equipment must be set up
on the opposite manhole.
Payment under this item will be made only when authorized by the Engineer or his Designee.
Item 25, for dewatering isolated sewer segments, any size, will be paid for under the unit price bid
per each occummce times the number of occmrences. The price bid shall be full compensation for
the dewatered isolated sewer segment., and shall include, but not be limited to, providing all pumps,
plugs, piping, and other equipment to accomplish this task; perform all construction; obtain all
pemrits; and perform complete restoration of all existing facilities equal or better condition and to the
satisfaction of the Engineer.
Payment under this item will be made only when authorized by the Engineer or his Designee.
Addendum No.4
Bid No. 36-00/01
Page 8
Item 26, for the additional cost for "limited access" easements, will be paid for at the unit price bid
per each occurrence times the number of occurrences. This payment when added to the installation
unit price shall be full compensation for the rehabilitated sewer, ready for service, and shall include,
but not be limited to, all applicable portions of Bid Items 1-10 above, as well as, providing all labor,
equipment and materials necessary to install the inversion liner and joint grouting in sewer sections
which are not accessible by nonnal means because offences, trees, shmbbeIy, structures, etc.; the
removal of obstructions as necessary to provide access to the work area; the replacement of all
items removed to original or better condition; and all other appmtenant and miscellaneoU'i items and
work.
Payment under thiS Bid Item will be made only when authorized in writing by the Engineer.
Items 27 through. 36. for making spot repairs at the various depths and pipe diameters listed in the
Proposal, will be paid for at the unit price bid per each repair, as directed by the Engineer. The
depth of cuts shall be measured from the existing paved or unpaved swface, when beginning work,
to the bottom of the pipe barrel by vertical ordinates.
The price bid shall be full compensation for the completed repair, and shall include, but not be limited
to, excavation; removal, transportation and disposal of old pipe and material generated by the repair;
any additional excavation for new pipe; bypass pumping; providing provisional sewers to maintain
service; dewatering the excavation; fwnishing and installing replacement pipe, fittings and repair
couplings, unloading materials and placing 1hem into position in the trench; cutting pipe; finnishing and
installing joint materials including vegetable soap lubricant; placing and compacting bedding and
backfill; furnishing and instaI1ing additional suitable backfill material, if required; making all
connections within the lines themselves; making connections to existing mains, laterals and stmctures;
supporting and protecting existing utilities as required; furnishing all materials and equipment required
to clean and test the main; cleaning and testing the main; temporaIy paving installation and removal;
Type I, Type II or Type M-1 permanent paving repairs (including 8-inch limerock base); Type V
overlay, as required; replacing pavement marldngs; sheeting and shoring; landscaping, if required;
replacing utilities, catch basins, manholes, trees, grass, shrubs, mailboxes, sprinkler systems, concrete
or rock bed driveways, sidewalk, and all other similar items, to original locations and to equal or
better than original conditions; satisfYing all requirements of the pennits, and all other appurtenant
and miscellaneous items and work including final cleanup.
Addendum No.4
Bid No. 36-00/01
Page 9
Item 37, for trench overcut, in one foot depth increments, will be paid for at the unit price bid per
lineal foot, for any size pipe to be installed in the trench times the number of lineal feet of overcut
excavated, times the number of one-foot increments of depth as ordered by the Engineer. There
shall be no more than six (6) one-foot increments of depth in any one location. The number oflineal
fe~ excavated shall be the length in feet of the horizontal projection of the centerline of the trench,
measured to the nearest foot, between the limits established by the Engineer in the field. The price
per lineal foot for trench overcut shall be full compensation for' the completed WOIK and shall include,
but not be limited to, excavating to the specified depth, for complying with the Trench Safety Act;
for all special sheeting and shoring required to comply with the Trench Safety Act; transporting and
disposing of the unsuitable material as directed by the Engineer, placing, leveling and compacting
suitable select backfill material to the level specified.
Suitable select backfill shall be obtained from material excavated from the site. If sufficient material
is not available from the site, additional material shall be finnished by the Conlraotor at no additional
cost to the City.
Item 38. for grouting wall interiors, will be measured and paid at the unit price per square foot of
manhole wall, bench, and where applicable, invert charmels lined. Measwement will be made from
the top of the extended, cut open pipe liner at its highest point or the lowest point in the manhole to
the bottom of the frame.
Payment will provide compensationfor the complete manhole or chamber; cleaning of the interior
surfaces of the manholes and chambers; removal, transportation, and disposal of material generated
by cleaning and preparation; relief of hydrostatic pressure outside the manhole, if necessary; injecting
chemical grout; removal of loose material and patching or building up; finnishing and supplying of all
materials or combination of materials making up one of the specified linings and applying them;
manufacturer's representative presence or assistance, if required; isolation of the manhole by
plugging entering lines; bypass pmnping; testing labor, tools and equipment; and all incidentals
necessary to obtain a watertight, sealed manhole wall, top slabs, and bench complete, and will
additionally include a final epoxy resin coating on the mainline sewer pipe up to the frame. Also
included shall be sealing around all pipelines (of any size) penetrating the coatings installed under this
Item, extending the coatings into those pipelines, and stopping all infiltration entering around those
pipelines. No additional payment will be made for this acconunodation of those penetmting
pipelines.
Addendum No.4
Bid No. 36-00/01
Page 10
Also included, if repairs are required due to damage caused by the Contractor's operation, will be
any bypass pmnping; providing proVisional sewers to maintain service; complying with the State of
Florida Trench Safety Act, including shoring; removal, transportation, and disposal of existing sewer
excavation; supporting and protecting existing utilities as required; dewatering; sheeting and shoring,
if necessmy; furnishing and installing replacement pipe, fittings, and repair couplings; unloading
material and placing it in the trench; cutting pipe; furnishing and installing joint materials including
vegetable soap lubricant; marlcing all connections within the lines to existing sewers, laterals and
structmes; placing and compacting bedding and backfill; furnishing and installing additional suitable
backfill material, if required; furnishing all materials and equipment required to clean and test the
sewer; temporary paving installation and removal; pennanent paving replacement; replacement of
pavement marl<ings as existed before repair; replacing utilities, catch basins, manholes, trees, grass,
shrubs, mail boxes, sprinkler systems, concrete or rock bed driveways, sidewalk, and all other
similar items to original locations and to equal or better than original conditions; obtaining and paying
for any necessat)' permits; satisfYing all requirements of the permits; and all other appurtenant and
miscellaneous items and wolk including final cleanup. .
Item No. 39. for grouting corbel interiors, will be measured and paid at the unit price per square. foot
of manhole wall, bench, and where applicable, invert channels lined. Measurement will be made
from the top of the extended, cut open pipe liner at its highest point or the lowest point in the
manhole to the bottom of the frame.
Payment will provide compensation for the complete manhole or chamber; cleaning of the interior
surfaces of the manholes and chambers; removal, transportation, and disposal of material generated
by cleaning and preparation; relief of hydrostatic pressure outside of the manhole, if necessmy;
injecting chemical grout into the corbel section of the manhole; removal of loose material and
patching or building up; fumishing and supplying of all materials or combination of materials making
up one 0 the specified linings and applying them; manufacturer's representative presence or
assistance, if required; isolation of the manhole by plugging entering lines; bypass pumping; testing
labor, tools, and equipment; and all incidentals necessary to obtain a watertight, sealed manhole waIl,
top slabs, and bench complete, and will additionally include final epoxy resin coating on the mainline
sewer pipe up to the frame. Also included shall be sealing around all pipelines (of any size)
penetrating the coatings installed under this Item, extending the coatings into those pipelines, and
stopping all infiltration entering ar01.md those pipelines. No additional payment will be made for this
acconnnodation of those penetrating pipelines.
Addendum No.4
Bid No. 36-00/01
Page 11
Also included, if repairs are required due to damage caused by the Contractor's operation, will be
any bypass pumping; providing provisional sewers to maintain seIVi.ce; complying with the State of
Florida Trench Safety Act, including shoring; removal, transportation, and disposal of existing sewer
excavation; supporting and protecting existing utilities as required; dewatering; sheeting and shoring,
if necessmy; furnishing and installing replacement pipe, fittings, and repair couplings; unloading
material and placing it in the trench; cutting pipe; finnishing and installing joint materials including
vegetable soap lubricant; making all connections within the lines to existing sewers, laterals and
structures; placing and compacting bedding and backfill; finnishings and installing additional suitable
backfill material, if required; furnishing all materials and equipment required to clean and test the
sewer; temporary paving installation and removal; pennanent paving replacement; replacement of
pavement markings as existed before repair; replacing utilities, catch basins, manholes, trees, grass,
shrubs, mail boxes, sprinkler systems, concrete or rock bed driveways, sidewalk, and all other
similar items to original locations and to equal or better than original conditions; obtaining and paying
for any necessary pennits; satisfying all requirements of the pennits; and all other appurtenant and
miscellaneous items and wOIk including final cleanup.
Item 40, for chiseling cracks and grouting, will be measured and paid at the unit price per square foot
of manhole wall, bench, and where applicable, invert channels lined. Measurement will be made
trom the top of the extended, cut open pipe liner at its highest point or the lowest point in the
manhole to the bottom of the frame.
Payment will provide compensation for the complete manhole or chamber; cleaning of the interior
surfuces of the manholes and chambers; removal, transportation, and disposal of material generated .
by cleaning and preparation; relief of hydrostatic pressure outside the manhole, if necessary; injecting
chemical grout; chiseling of loose material from the corbel and walls and patching or building up;
finnishing and supplying of all materials or combination' of materials making up one of the specified
lining and applying them; manufacturer's representative presence or assistance, if required; isolation
of the manhole by plugging entering lines; bypass pumping; testing labor, tools, and equipment; and
all incidentals necessary to obtain a watertight, sealed manhole wall, top slabs, and bench complete,
and will additionally include final epoxy resin coating onto mainline sewer pipe. Also included shall
be sealing around all pipelines (of any size) penelrating the coatings installed under this Item,
extending the coatings into those pipelines, and stopping all infiltration entering armmd those
pipelines. No additional payment will be made for this accommodation of those penetrating
pipelines.
Addendum No.4
Bid No. 36-00/01
Page 12
Also included, ifrepaiIs are required due to damage caused by the Contractor's operation, will be
any bypass pmnping; providing provisional sewers to maintain service; complying with the State of
Florida Trench Safety Act, including shoring; removal, transportation, and disposal of existing sewer
excavation; supporting and protecting existing utilities, as required; dewatering; sheeting and
shoring, if necessary; fimrishing and installing replacement pipe, fittings, and repair couplings;
unloading material and placing it in the trench; cutting pipe; finnishing and installingjoint materials
including vegetable soap lubricant; making all connections within the lines to existing sewers, laternls
and structures; placing and compacting bedding and backfill; finnishing and installing additional
suitable backfill material, if required; finnishing all materials and equipment required to clean and
test the sewer; temporary paving installation and removal; pennanent paving replacement;
replacement of pavement markings as existed before repair; replacing utilities, catch basins,
manholes, trees, grass, shrubs, mail boxes, sprinkler systems, concrete or rock bed driveways,
sidewalk, and all other similar items to original or better than original conditions; obtaining and
paying for any necessary pennits; satisfying all requirements of the permits; and all other
appurtenant and miscellaneous items and WOlX, including final cleanup.
Item No. 41, for adjusting mat)hole frames and sealing and will be measured and paid fonmderthe
unit price bid times the nmnber of manhole frames that are successfully adjusted and sealed. The
price bid shall be full compensation for the adjusted and sealed manhole frame and shall include,
but not be limited to, adjus1rnent rings; flattops; gasket materials; concrete bonding agents; Portland
cement; polyethylene solutions; material transportation
and delivery; disposal of existing materials; excavation; cleaning frame and surface; backfill and
quality assurance sampling and testing.
Item No. 42, for replacing manhole cover and will be measured and paid for muter the unit price
bid times the mnnber of manhole covers that are successfully replaced. The price bid shall be full
compensation for the replaced manhole cover and shall include, but not be limited to, manhole
covers; material transportation and delivery; disposal of existing materials; and cleaning the frame
and cover.
Item No. 43, for installing manhole inserts and will be measmed and paid for under the unit price
bid times the nmnberof manhole inserts that are successfully installed. The price bid shall be full
compensation for the installed manhole insert and shall include, but not be limited to, manhole
inserts, material transportation and delivery, and cleaning the frame.
Addendum No.4
Bid No. 36-00/01
Page 13
Item No. 44, for the additional cost of installing manhole rehabilitations and appurtenances in
"limited access" easements and will be paid for at the unit price bid per each occwrence times the
number of occurrences. This payment, when added to the writ price for the applicable size and
depth, shall be full compensation for the rehabilitated manhole, ready for service, and shall include,
but not be limited to, all applicable portions of Bid Items 1-4 above, as well as providing all labor,
equipment, and materials necessary to install the liner in sewer manholes that are not accessible by
normal means because of fences, trees, shrubbe1y, structures, etc.; the removal of obstructions as
neceSSaIy to provide access to the work area; the rePlacement of all items removed to original or
better condition; and all other appurtenant and mjscellaneous items and work.
Payment under this Bid Item will be made only when authorized in writing by the Engineer.
Item No. 45, is for dewatering isolated manholes of any size and will be paid for under the unit
price bid times the number of isolated manholes that are dewatered. The price bid shall be full
compensation for the dewatered isolated manhole and shall include, but not be limited to, providing
lill pumps, plugs, piping, and other equipment to accomplish this task;
perfonning all construction; obtaining all pennits; and perfonning complete restoration of all existing
facilities to equal or better condition and to the satisfaction of the Engineer.
Item 46. for the additional cost for installing inversion pipe liner and appurtenances in pipe segments
at depths over 10 feet, will be paid for at the unit price bid per linear foot times the mnnber oflinear
feet installed. this payment when added to the writ price for the applicable sized liner (5' -10'
depth) shall be full compensation for the lined sewer, ready for service, and shall include but be
limited to, all applicable portions of Bid Items 1-10 above, as well as providing all labor,
equipment, and materials necessary to install the inversion liner in sewer sections that are not
accessible by normal means because of fences, trees, shrubbery, structures, etc.; the removal of
obstructions as neceSSaIy to provide access to the work area; the replacement of all items removed
to original or better condition; and all other appurtenant and miscellaneous items and work.
Payment under this Bid Item will be made only when authorized in writing'by the Engineer.
Item 47. for furnishing traffic control will be paid for fi:om the aggregate sum amount bid Such
amount represents the amount the Contractor feels is necessary to provide sufficient flagman, signs,
barricades and similar items and work for directing traffic and maintaining safety for the duration
of the project. Any portion of this fund remaining after all authorizro payments have been made
will be included with the Contractor's application for final payment. Conversely, no requests for
additional reimbursement will be approved.
Addendum No.4
Bid No. 3~0/01
Page.14
Payment to the Contractor under this item will be by monthly percentage corresponding to the
percentage of the Project's work items completed and paid for each month, as approved by the
Engineer.
Item 48, for providing for off-duty police officers for maintenance of 1raffic where directed by the
Department of Public Works, or FDOT, shall be full compensation for any costs involved.
Paym~t will be made at the unit price in the Proposal for each man-hour that such police officers,
actually provided this service at the work site.
Item 49. for force account or unforeseeable conditions, minor changes and quantity adjustments
is for all labor, equipment, and service 'necessmy for modification orextIa work required to
complete the Project because unforeseeable conditions or unforeseeable conflicts between existing
elements of work and the proposed work; for minor changes required to resolve any oversight in
Design, City's Oversight, unforeseeable conditions, 'Revised Regulations, Teclmological and
Products Development, Operational Changes, Schedule Requirements, Program Interface,
Emergencies and Other Miscellaneous Costs; and for adjustments to estimated qUlllltities shown
on the unit prices of the Proposal to conform to
actual quantities installed; and/or off duty police officers where directed by the City; if ordered by
the Engineer.
Payment to the Contractor under this Item will only be made for work ordered in writing by the
Engineer. Any portion of this fimd remaining after all authorized payments have been made will be
withheld from Contract payments, and will remain with the City.
On June 19, 1996 the Commission approved the recommendation to award Project 75-95/96.
Attachment: Bid Tabulation for Project (75-95/96)
Bidders are required to acknowledge this addendum on proposal page178 "Acknowledgement of
Addenda", and shall submit a complete copy of this and !!! addenda with their bid, or the bid may be
considered non-responsive.
CITY OF MIAMI BEACH
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Gus Lopez, CPPO
Procurement Director
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CITY OF MIAMI BEACH
1700 CONVENTION CENTER DRIVE. MIAMI BEACH, FLORIDA 33139
htlp:\\cl.miami-beach.lI.us
PROCUREMENT DIVISION
Telephone (305) 673-7490
FacalmUe (305) 673-7851
INVITATION TO BID NO. 36-00/01
ADDENDUM NO.3
October 29, 2001
Rehabilitation of Sanitary Sewers is amended as follows:
I. The Bid Opening date is changed from October 31, 2001 to November 9, 2001 at 3:00 P.M.
Inasmuch as this change does not materially affect the bid docmnent, proposers are not required to
acknowledge this addendum to be deemed responsive.
CITY OF MIAMI BEACH
//#"
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/: r._
( ,;.:;.-",-
l.
Gus Lopez, CPPO
Procurement Director
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CITY OF MIAMI BEACH
1700 CONVENTION CENTER DRIVE, MIAMI BEACH. FLORIDA 33139
hltp:\\ci.miBml-beech.ll.us
PROCUREMENT DIVISION
Telephone (305) 673-7490
Facsimile (305) 673.7651
INVITATION TO BID NO. 36-00/01
ADDENDUM NO.2
October 12, 2001
Rehabilitation of Sanitary Sewers is amended as follows:
I. The Bid Opening date is changed from October 18, 2001 to October 31, 2001 at 3:00 P.M.
Inasmuch as this change does not materially affect the bid document, proposers are not required to
acknowledge this addendum to be deemed responsive.
CITY OF MIAMI BEACH
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Gus Lopez, CPPO
Procurement Director
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CITY OF MIAMI BEACH
1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FLORIDA 33139
http:\\cl.mlami-baach.fl.us
PROCUREMENT DIVISION
Telephone (305) 673-7490
Facsimile (305) 873-7851
INVITATION TO BID NO. 36-00/01
ADDENDUM NO.1
October 5, 2001
Rehabilitation of Sanitary Sewers ~ amended as follows':
I. The Bid Opening date is changed from October 11, ~001 to October 18, 2001 at 3 :00 P.M.
Inasmuch as this change does not materially affect the bid document, proposers are not required to
acknowledge this addendmn to be deemed responsive.
CITY OF MIAMI BEACH
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Gus Lopez, CPPO
Procurement Director
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00100.
GENERAL INSTRUCTIONS TO BIDDERS:
1. Generat The following instructions and those set forth in Section 00300 herein
are given for the purpose of guiding Bidders in properly preparing their bids.
Such instructions have equal force and weight with other portions of the Contract
Documents and strict compliance is required with all the provisions contained in
the instructions. Bidders shall note that various paragraphs within these bid
documents have a [ ] box which may be checked. If the box is checked, the
language is made a part of the bid documents and compliance therewith is
required of the Bidder; if the box is not checked, the language is not made a part
of the bid documents.
2. ScoDe of Work: The Project consists of furnishing all labor, material and
equipment for rehabilitation, by the resin impregnated felt leu red in-place pipe
lining method, approximately 57,000 feet of 6,8, 10, 12, 15, and 18-inch gravity
sanitary sewers, grouting approximately 7,000 pipe joints, performing
approximately 190 spot repairs, and rehabilitating approximately 100 manholes in
Miami Beach, Florida.
The work includes cleaning the existing sewers and lining them by the resin
impregnated liner method, grouting pipe joints, performing spot repairs,. and
rehabilitating manholes. The rehabilitation of the sewer line is accomplished
through the manholes.
Work also includes televising, making spot. repairs internally and externally,
cleaning, and surface preparation of the interior of the existing pipeline, bypass
pumping, dewatering the segment to be lined, testing for leaks, cutting, testing
and grouting lateral connections, maintaining traffic control, and all other
appurtenant and miscellaneous related items and work for a completed Project.
3. Location of Work: Various locations in the City of Miami Beach, Florida.
4. Abbreviations and Svmbols: The abbreviations used throughout the Contract
Documents are defined hereinafter in the Technical Specifications. The symbols
used in the Plans are defined therein.
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
9
00200. DEFINITIONS:
1 . Definitions: Whenever the followi ng terms or pronouns in place of them appear
in the Project Manual, the intent and meaning shall be interpreted as follows:
1.1. Bidder: Any individual, firm, or corporation submitting a bid for this
Project, acting directly or through a duly authorized representative.
1.2. Change Order: A written document ordering a change in the Contract
Price or Contract Time or a material change in the Work.
1.3. City: The City (or Owner) shall mean the City of Miami Beach, a Florida
municipal corporation, having its principal offices at 1700 Convention
Center Drive, Miami Beach, Florida 33139, which is a party hereto and
lor for which this Contract is to be performed. In all respects bereunder,
City's performance is pursuant to City's position as the owner of a
construction project. In the event City exercises its regulatory authority
as a governmental body, the exercise of such regulatory authority and
the enforcement of any rules, regulations, laws and ordinances shall be
deemed to have occurred pursuant to City's regulatory authority as a
governmental body and shall not be attributable in any manner to City
as a party to this Contract.
1.4. City Commission: City Commission shall mean the governing and
!egislative body of the City.
1.5. City Manager: City Manager shall mean the Chief Administrative Officer
of the City.
1.6. Consultant: Architect or Engineer who has contracted with City or who
is an employee of City, to provide professional services for this Project.
1.7. Contract: The part or section of the Contract Documents addressing
some of the rights and duties of the parties hereto, including but not
limited to contract time and liquidated damages.
1.8. Contract Documents Clarification: (Not Applicable)
1.9. Contract Administrator: The City's Contract Administrator shall mean
the individual appointed by the City Manager who shall be the City's
authorized representative to coordinate, direct, and review on behalf of
the City, all matters related to the Project.
1.10. Contract Documents: The Project Mmual including drawings (plans)
and specifications, the Notice for Bids, Addenda, if any, to the Project
Manual, the Bid Tender Form, the record of the award by the City
Commission, the Performance Bond and Payment Bond, the Notice of
BID NO: 36-00/01 CITY OF MIAMI BEACH
DATE: 8/19/01 10
Award, the Notice(s) to Proceed, the Purchase Order, Change Orders.
Field Orders, Supplemental Instructions, and any additional documents
the submission of which is required by this Project Manual, are the
documents which are collectively referred to as the Contract
Documents.
1.11. Contract Price: The original amount established in the bid submittal and
award by the City, as may be amended by Change Order.
1.12. Contract Time: The original time between commencement and
completion, including any milestone dates thereof, established in
Article 2 of the Contract, as may be amended by Change Order.
1.13. Contractor: The person, firm, or corporation with whom the City has
contracted and who is responsible for the acceptable performance of
the Work and for the payment of all legal debts pertaining to the Work.
All references in the Contract Documents to third parties under contract
or control of Contractor shall be deemed to be a reference to
Contractor.
1.14. Field Order: A written order which orders minor changes in the Work but
which does not involve a change in the Contract Price or Contract Time.
1.15. Final Completion: The date certified by Consultant in the Final
Certificate of Payment upon which all conditions and requirements of
any permits and regulatory agencies have been satisfied; any
documents required by the Contract Documents have been received by
Consultant; any other documents required to be provided by Contractor
have been received by Consultant; and to the best of Consultant's
knowledge, information and belief the Work defined herein has been
fully completed in accordance with the terms and conditions of the
Contract Documents.
1.16. Inspector: An authorized representative of Consultant or City assigned
to make necessary inspections of materials furnished by Contractor and
of the work performed by Contractor.
1.17. Materials: Materials incorporated in this Project, or used or consumed
in the performance of the Work.
1.18. Notice( s) to Proceed: Written notice to Contractor authorizing the
commencement of the activities identified in the notice or as described
in the Contract Documents.
1.19. Plans and/or Drawings: "The official graphic representations of this
Project which are a part of the Project Manual.
BID NO: 36-00/01 CITY OF MIAMI BEACH
DATE: 8/29/01 11
1.20. Program Manager: (Not Applicable)
1.21. Project: The construction project described in the Contract Documents,
including the Work described therein.
1.22. Project Initiation Date: The date upon which the Contract Time
commences.
1.23. Project Manual: The official documents setting forth bidding information
and requirements; contract form, bonds, and certificates; General and
Supplementary Conditions of the Contract Documents; the
specifications; and the plans and drawings of the Project.
1.24. Resident Project Representative: An authorized representative of
Consultant or Program Manager assigned to represent Consultant or
Program Manager on the Project.
1.25. Subcontractor: A person, firm or corporation having a direct contract
with Contractor including one who furnishes material worked to a
special design according to the Contract Documents, but does not
include one who merely furnishes Materials not so worked.
1.26. Substantial Completion: The date certified by Consultant when all
conditions and requirements of permits and regulatory agencies have
been satisfied and the Work is sufficiently complete in accordance with
the Contract Documents so the Project is available for beneficial
occupancy by City. A Certificate of Occupancy or Certificate of
Completion must be issued for Substantial Completion to be achieved,
however, the issuance of a Certificate of Occupancy or Certificate of
Completion or the date thereof are not to be determinative of the
achievement or date of Substantial Completion.
1.27. Surety: The surety company or individua I which is bound by the
performance bond and payment bond with and for Contractor who is
primarily liable, and which surety company or individual is responsible
for Contractor's satisfactory performance of the work under the contract
and for the payment of all debts pertaining thereto in accordance with
Section 255.05, Florida Statutes.
1.28. Work: The construction and services required by the Contract
Documents, whether completed or partially completed, and includes all
other labor. materials, equipment and services provided or to be
provided by Contractor to fulfill Contractor's obligations. The Work may
constitute the whole or a part of the Project.
BID NO: 36-00/01 CITY OF MIAMI BEACH
DATE: 8/29/01 12
00300. INSTRUCTIONS TO BIDDERS:
1. Examination of Contract Documents and Site: It is the responsibility of each
Bidder before submitting a Bid, to:
1.1. Examine the Contract Documents thoroughly,
1.2. Visit the site or structure to become familiar with conditions that may
affect costs, progress, performance or furnishing of the Work,
1.3. Take into account federal, state and local (City and Miami-Dade
County) laws, regulations, ordinances that may affect costs, progress,
performance, furnishing of the Work, or award,
1.4. Study and carefully correlate Bidder's observations with the Contract
Documents, and .
1.5. Carefully review the Contract Documents and notify Consultant of all
conflicts, errors or discrepancies in the. Contract Documents of which
Bidder knows or reasonably should have known.
The submission of a Bid shall constitute an incontrovertible representation by
Bidder that Bidder has complied with the above requirements and that without
exception, the Bid is premised upon performing and furnishing the Work required
by the Contract Documents and that the Contract Documents are sufficient in
scope and detail to indicate and convey understanding of all terms and
conditions for performance and fumishing of the Work.
2. Pre-Bid Interoretations: Only questions answered by written Addenda will be
binding. Oral and other interpretations or clarifications will be without legal effect.
All questions about the meaning or intent of the Contract Documents are to be
directed to the City's Procurement Director in writing. Interpretations or
clarifications considered necessary by the City's Procurement Director in
response to such questions will be issued by City by means of Addenda mailed
or delivered to all parties recorded by the City's Procurement Director as having
received the Bidding Documents. Written questions should be received no less
than ten (10) calendar days prior to the date of the opening of Bids. There shall
be no obligation on the part of City or the City's Procurement Director to respond
to questions received less than ten (10) calendar days prior to bid opening.
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
13
3. Submittina Bids: All bids must be received in the Procurement Division, City of
Miami Beach, 1700 Convention Center Drive, Third Floor, Miami Beach, Florida
33139, before the time and date specified for bid opening, enclosed in a sealed
envelope, legibly marked on the outside:
BID FOR: Rehabilitation of Sanitary Sewers
BID/CONTRACT NO.: 36-00/01
4. Printed Form of Bid: All bids must be made upon the blank BidlTender Form
included herein and must give the price in strict accordance with the instructions
thereon. The bid must be signed and acknowledged by the Bidder in accordance
with the directions on the bid form.
5. Bid Guarantv: All bids shall be accompanied by either an original bid bond
executed by a surety company meeting the qualifications for surety companies
as specified in Section 5, General Conditions, or by cash, money order, certified
check, cashier's check, Bid Guaranty Form, Unconditional Letter of Credit (Form
00410), treasurer's check or bank draft of any national or state bank (United
States), in an amount equal to five percent (5%) of the total base bid amount,
payable to City of Miami Beach, Florida, and conditioned upon the successful
Bidder executing the Contract and providing the required Performance Bond and
Payment Bond and evidence of required insurance within fifteen (15) calendar
days after notification of award of the Contract. A PERSONAL CHECK OR A
COMPANY CHECK OF A BIDDER SHALL NOT BE DEEMED A VALID BID
SECURITY. Security of the successful Bidder shall be forfeited to the City of
Miami Beach as liquidated damages, not as a penalty, for the cost and expense
incurred should said Bidder fail to execute the Contract, provide the required
Performance Bond, Payment Bond and Certificate(s) of Insurance, within fifteen
(15) calendar days after notification of the award of the Contract, or failure to
comply with any other requirements set forth herein. The time for execution of
the Contract and provision of the Performance Bond, Payment Bond and
Certificate(s) of Insurance may be extended by the City'*s Procurement Director
for good cause shown. Bid Securities of the unsuccessful Bidders will be
returned after award of Contract.
6. Acceptance or Reiection of Bids: The City reserves the right to reject any or all
bids prior to award. Reasonable efforts will be made to either award the Contract
or reject all bids within ninety (90) calendar days after bid opening date. A Bidder
may not withdraw' its bid unilaterally nor change the Contract Price before the
expiration of ninety (90) calendar days from the date of bid opening. A Bidder
may withdraw its bid after the expiration of ninety (90) calendar days from the
date of bid opening by delivering written notice of withdrawal to the Purchasing
Division prior to award of the Contract by the City Commission.
BID NO: 36-00/01
DATE: 81%9101
CITY OF MIAMI BEACH
14
7. Determination of Award: The City Commission shall award the contract to the
lowest and best bidder. In determining the lowest and best bidder, in addition to
price. there shall be considered the following:
a. The ability, capacity and skill of the bidder to perform the Contract.
b. Whether the bidder can perform the Contract within the time specified,
without delay or interference.
c. The character, integrity, reputation, judgement, experience and
efficiency of the bidder. .
d. The quality of performance of previous contracts.
e. The previous and existing compliance by the bidder with laws and
ordinances relating to the Contract.
8. Evaluation: An interim performance evaluation of the successful Contractor may
be submitted by the Contract Administrator during construction of the Project. A
final performance evaluation shall be submitted when the Request for Final
Payment to the construction contractor is forwarded for approval. In either
situation, the completed evaluation(s) shall be forwarded to the City's
Procurement Director who shall provide a copy to the successful
CONTRACTOR. Said evaluation(s) may be used by the City as a factor in
considering the responsibility of the successful .CONTRACTOR for future bids
with the City.
9. Contract Price: The Contract Price is to include the furnishing of all labor,
materials, equipment including tools, services, permit fees, applicable taxes,
overhead and profit for the completion of the Work except as may be otherwise
expressly provided in the Contract Documents. The cost of any item(s) of Work
not covered by a specific Contract unit price or lump sum price shall be included
in the Contract unit price or lump sum price to which the item(s) is most
applicable.
10. Postponement of Date for Presentina and Ooenina of Bids: The City reserves the
right to postpone the date for receipt and opening of bids and will make a
reasonable effort to give at least seven (7) calendar days written notice of any
such postponement to each prospective Bidder.
11. Qualifications of Bidders: Bids shall be considered only from firms normally
engaged in performing the type of work specified within the Contract Documents.
Bidder must have adequate organization, facilities, equipment, and personnel to
ensure prompt and efficient service to City.
In determining a Bidder's responsibility and ability to perform the Contract, City
has the right to investigate and request information conceming the financial
condition, experience record, personnel, equipment, facilities, principal business
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
15
location and organization of the Bidder, the Bidders record with environmental
regulations, and the claims/litigation history of the Bidder.
12. Addenda and Modifications: The City shall make reasonable efforts to issue
addenda within seven (7) calendar days prior to bid opening. All addenda and
other modifications made prior to the time and date of bid opening shall be
issued as separate documents identified as changes to the Project Manual.
13. Prevailina Waae Rates: City of Miami Beach Ordinance No, 94-2960 provides
that in all non-federally funded construction contracts in excess of one million
dollars to which the City of Miami Beach is a party, the rate of wages and fringe
benefits, or cash equivalent, for all laborers, mechanics and apprentices
employed by any contractor or subcontractor on the work covered by the
contract, shall not be less than the prevailing rate of wages and fringe benefit
payments or cash equivalence for similar skills or classifications of work, as
established by the Federal Register, in the City of Miami Beach, Florida. The
provisions of this Ordinance shall not apply to the following projects:
a. water, except water treatment facilities and lift stations;
b. sewer, except sewage treatment facilities and lift stations;
c. storm drainage; .
d. road construction, except bridges or structures requiring pilings;
and
e. beautification projects, which may include resurfacing new curbs,
gutters, pavers, sidewalks, landscaping, new lighting, bus shelters,
bus benches and signage.
14. Occuoational Health and Safetv: In compliance with Chapter 442, Florida
Statutes, any toxic substance listed in Section 38F-41.03 of the Florida
Administrative Code delivered as a result of this bid must be accompanied by a
Material Safety Data Sheet (MSDS) which may be obtained from the
manufacturer. The MSDS must include the following information:
14.1. The chemical name and the common name of the toxic substance.
14.2. The hazards or other risks in the use of the toxic substance, including:
14.2.1.
The potential for fire, explosion, corrosion, and reaction;
14.2.2.
The known acute and chronic health effects of risks from
exposure, including the medical conditions which are
generally recognized as being aggravated by exposure to
the toxic substance; and
14.2.3.
The primary routes of entry and symptoms of overexposure.
BID Na: 36.00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
16
14.3. The proper precautions, handling practices, necessary personal
protective equipment, and other safety precautions in the use of or
exposure to the toxic substances, including appropriate emergency
treatment in case of overexposure.
14.4. The emergency procedure for spills, fire, disposal, and first aid.
14.5. A description in lay terms of the known specific potential health risks
posed by the toxic substance intended to alert any person reading this
information.
14.6. The year and month, if available, that the information was compiled and
the name, address, and emergency telephone number of the
manufacturer responsible for preparing the information.
15. Environmental Reaulations: The City reserves the right to consider a Bidder's
history of citations and/or violations of environmental regulations in investigating
a Bidder's responsibility, and further reserves the right to declare a Bidder not
responsible if the history of violations warrant such determination in the opinion
of the City. Bidder shall submit with its Bid, a complete history of all citations
and/or violations, notices and dispositions thereof. The nonsubmission of any
such documentation shall be deemed to be an affirmation by the Bidder that
there are no citations or violations. Bidder shall notify the City immediately of
notice of any citation or violation which Bidder may receive after the Bid opening
date and during the time of performance of any contract awarded to it.
16. "Or Eaual" Clause: Whenever a material, article or piece of equipment is
identified in the Contract Documents including plans and specifications by
reference to manufacturers' or vendors' names, trade names, catalog numbers,
or otherwise, City, through Consultant, will have made its best efforts to name at
least th~ee (3) such references. Any such reference is intended merely to
establish a standard; and, unless it is followed by the words "no substitution Is
permitted" because of form, fit, function and quality, any material, article, or
equipment of other manufacturers and vendors which will perform or serve the
requirements of the general design will be considered equally acceptable
provided the materials, article or equipment so proposed is, in the sole opinion of
Consultant, equal in substance, quality and function.
ANY REQUESTS FOR SUBSTITUTION MUST BE MADE TO THE CITY'S
PROCUREMENT DIRECTOR, WHO SHALL FORWARD SAME TO
CONSULTANT.
17. Protested Solicitation and Award: Bidders that are not selected may protest any
recommendations for Contract award by sending a formal protest letter to the
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
17
Procurement Director, which letter must be received no later than five (5)
calendar days after award by the City Commission. The Procurement Director
will notify the protester of the cost and time necessary for a written reply, and all
costs accruing to an award challenge shall"be assumed by the protester. Any
protests received after five (5) calendar days from Contract award by the City
Commission will not be considered, and the basis or bases for said protest shall
be deemed to have been waived by the protester.
BID NO: 36-00/01
DA TE: 8/29/01
CITY OF MIAMI BEACH
18
'alA. SUUTY.t
BID BOND
BOND NO. 2001-565
KNOW ALL MEN BY THESE PRESENTS, that we Azurlx North America Underground Infrastructure. Inc.
1117 NW 55th Street Fort Lauderdale FL 33309
as PrIncIpal, hereinafter called the Prlnc:lpal, and National Fire Insurance Company of Hartford
a c:orporetlon duly organized under the Iaw8 of the State of CT
caned the Surety, are held and firmly boll'ld unto City of Miami Beach
88 Surety, hereIn8fIIer
1900 Convention Center Drive Miami Beach
FL
33139 as Obligee, hereinafter called the Obligee, In the sum of
Five Percent of the Amount Bid in - . Dollars ($ 5 % ).
for the payinent of whlcl1 sum weB and truly to be made, the said Prlnclpel and the said ~urety, bind ourselves, our heirs, executors.
administrators, successors and assigns. jointly 'and severally, firmly by these presents.
WHEREAS, the Principal has submitted a bid for Rehabilitation of Sanitary Sewers, Bid No. 36-00/01
NOW. THEREFORE. If the OblIgee shall accept the bid of the PrIncIpal and the PrIncIpal shan enter Into a Contract with the Obligee In
accon:lance with the terms of such bid, and give such bond or bonds as may be specified In the bidding or cOntract Documents with
good and sufficient surety for the faithful perfonnance of such Contract and for 'the prompt payment of labor and material furnished in
the prosecution thereof. or in the event of the failure of the Principal to enter such Contract and give such bond or bonds. If the
Prlnclpal shall pay to the Obligee the dllferenoe not to exceed the penalty hereof between the amount specified In said bid and such
larger amount for which the Obligee may In good faith contract with another party to perform the Work covered by said bid, then this
obligation shal be null and void, otherwise to remaln'in full force and effect.
SIgned and naIed this 11 day of October 2001
~J._'~~J
erground infrastructure, Inc.
(PrIndpIII) (Seal)
(/. '"'
~
Countersigned Florida Resident Agent
Fisher-Brown, Inc., Pensacola, FL
By: ~;~n~~1? ~-~-AJ-
PrImId In cooperalIon w1lh the AmerIcan InatIlule of ArchItecl8 (AlA) by the CNA ~ Comp8nIes.
The language In IhIs doc:ument CXlI1forms uaclIy t) the IMguage UMd In fIJA Document A310 . 8Id Bond - FebRIary 1070 EdIIIon.
of Hartford
_ (Seal)
G-1Cl8041....
..
Authorizing By-LInYs and Resolutions
ADOPTED BY THE BOARD OF DIRECTORS OF CONTINENTAL. CASUAL TV COMPANY:
ThIs Power of AtIomey Is made and executed pursuant to and by authority of the following By-Law duly adopted by the Boan:! of
.DirectonI of the Company.
. "ArtIcle IX execution of Documenlll
SectIon 3. Appointment of Attorney-in-fact. The Chalnnan of the Board of DirectcnI, the President or any Exec:utive, SenIor or
Group VIce President may, from time to time, appoint by written ceftIflcates attorneys-In-fact to act in behalf of the Company in the
execution of policies of Insurance. bonds. undertakings and other obligatory instruments of like nature. Such attorneys-in-fact, subject to
the limitations set forth In their respective certificates of authority, shall have full power to bind the Company by their signature and
execution of any such Instruments and to attach the seal of the Company thereto. The Chalnnan of the Boan:! of Directors, the
President or any Executive. Senior or GroUp Vice President or the Boan:! of Directors, may, at any time. revoke all power and authority
previously given to any attomey-in-fact.'
This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of
Directors of the Company at a meeting duly called and held on the 17th day of February, 1993.
"Resolved. that the signature of the President or any Executive. Senior or Group Vice President and the seal of the Company may
be affixed by facsimile on any power of attorney granted pursuant to Section 3 of Article IX of the By-Laws. and the signature of the
Secretary or an Assistant Secretary and the seal of the Company may be affixed by facsimile to any certifIcate of any such power and
any power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so
executed and sealed and certified by certificate so executed and sealed shall. with respect to any bond or undartaking to which it is
attached. continue to be valid and binding on the Company."
ADOPTED BY THE BaARD OF DIRECTORS OF AMERICAN CASUAL. TV COMPANY OF READING. PENNSYLVANIA:
This Power of Attorney Is made and executed pursuant to and by authority of the following By-Law duly adopted by the Boan:! of
Directors of the Company. .
"ArtIcle Vl--executlon of Obltgatlons and Appointment of Attorney-In-Fact
Section 2. Appointment of Attorney-in-fact. The Chalnnan of the Board of Directors. the Presiclent or any Executive. Senior or
Group Vice President may. from time to time. appoint by written certificates attorneys-in-fact to act in behalf of the Company in the
execution of poliCies of insurance. bonds, undertakings and other obligatory instruments of like nature. Such attorneys-in-fact, subject to
the limitations set forth in their respective certificates of authority, shall have full power to Dind the Company by their signature and
execution of any'such instruments and to attach the seal of the Company thereto. The President or any Executive. Senior or Group Vice
President may at any tirrl$ revoke all power .and authority previously given to any attorney-in-fact.'
This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of
Directors of the Company at a meeting duly called and held on the 17th day of February, 1993.
"Resolved, that the signature of the President or any Executive. Senior or Group VICe President and the seal of the Company may
be affixed by facsimile on any power of attorney granted pursuant to Section 2 of Article VI of the By-Laws. and the signature of the
Secretary or an Assistant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power and
any power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so
executed and sealed and certified by certificate so executed and sealed shall. with respect to any bond or undertaking to which it is
aUached. continue to be valid and binding on the Company."
ADOPTED BY THE BOARD OF DIRECTaRS OF NATIONAL FIRE INSURANCE COMPANY OF HARTFORD:
This Power of Attorney Is made and executed pursuant to and by authority of the following Resolution duly adopted on i"ebruary 17,
1993 by the Boan:! of Directors of the Company.
"RESOLVED: That the President, an Executive Vice President, or any Senior or Group Vice President of the Corporation may, from
time to time, appoint, by written certificates. Attomeys-ln-Fact to act in behalf of the_Corporation In the execution of policies of insurance.
bonds. undertakings and other Obligatory Instruments of like nature. Such Attorney-in-Fact. subject to the limitations set forth in their
respective certlflC8tes of authority. shall have full power to bind the Corporation by their signature and execution of any such instrument
and to attach the seal of the Corporation thereto. The President. an Executive Vice President. any Senior or Group VICe President or
the Boan:! of Directors may at any time revoke all power and authority previously given to any Attorney-in-Fact.'
This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Boan:! of
Directors of the Company at a meeting dUly called and hekI on the 17th day of February, 1993.
"RESOLVED: That the signature of the President. an Executive Vice President or any Senior or Group Vice President and the seal
of the Corporation may be affixed by facsimile on any power of attorney granted pursuant to the Resolution adopted by this Boan:! of
Directors on February 17. 1 Q93 and the signature of a Secretary or an Assistant Secretary and the seal of the Corporation may be
affixed by facsimile to any cerllficate of any such power, and any power or certificate bearing such facsimile signature and seal shall be
valid and binding on the Corporation. Any such power so executed and sealed and certified by certlllcate so executed and sealed. shall
with respect to any bond or undertaking to which it is attached. continue to be valid and binding on the Corporation."
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00400. BIDfTENDER FORM:
Submitted: ;%V/';-/,18/;)f' 0 ,;l oc; /
Date
City of Miami Beach, Florida.
1700 Convention Center Drive
Miami Beach, Florida 33139
The undersigned, as Bidder, hereby declares that the only persans interested in this bid
as principal are named herein and that no person other than herein mentioned has any
interest in this bid or in the Contract to be entered into; that this bid is made withaut
connectian with any other person, fiim, or parties making a bid; and that it is, in all
respects, made fairly and in good faith without collusion or fraud.
The Bidder further declares that it has examined the site of the Work and informed itself
fully of all conditions pertaining to the place where the Work is to be done; that it has
examined the Contract Documents and all addenda thereto furnished before the
opening of the bids, as acknowledged below; and that it has satisfied itself about the
Work to be performed; and that it has submitted the required Bid Guaranty; and all other
required information with the bid; and that this bid is submitted voluntarily and willingly.
The Bidder agrees, if this bid is accepted, to contract with the City, a political subdivision
of the State of Florida, pursuant to the terms and conditions of the Contract Dacuments
and to furnish all necessary materials, equipment, machinery, tools, apparatus, means
of transportation, and all labor necessary to construct and complete within the time
limits specified the Work covered by the Contract Documents for the Project entitled:
The Bidder also agrees to furnish the required Performance Bond and Payment Bond or
alternative form of security, if permitted by the City, each for not less than the total bid
price plus alternates, if ~ny, and to furnish the required C.ertificate(s} of Insurance.
The undersigned further agrees that the bid guaranty accompanying the bid shall b.e
forfeited if Bidder fails to execute said Contract, or fails to furnish the required
. Performance Bond and Payment Bond or fails to furnish the required Certificate(s} of
Insurance within fifteen (15) calendar days after being notified of the award of the
Contract.
In the event of arithmetical errors, the Bidder agrees that these errors are errors which
may be corrected by the City. In the event of a discrepancy between the price bid in
figures and the price bid in words, the price in words shall govern. Bidder agrees that
any unit price listed in the bid is to be multiplied by the stated quantity requirements in
order to arrive at the total.
BID NO: 36-00101
DATE: 8/19/01
CITY OF MIAMI BEACH
19
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Acknowledgment Is hereby made of the following addenda (Identified by number)
received since Issuance of the Project Manual:
#/.) #;..2 j #'3.1 #'7
Attached is'a Bid Bond [.{CaSh [ ], Mon~y Order [ ]. Unconditional Letter ot Credit [ ].
Treasurer's Check [ ], Bank Draft [ ], Cashier's Check [ ], or Certified Check [ ]
No. Bank of for
the sum of Dollars
($
).
The Bidder shall acknowledge this bid by signing and completing the spaces provided
below. A .' M A .
z,.UA'IX {)/f TN /'f41e:AIC-A
Name of Bidder: U# Pt:.-ItG.'etXIA.JO I1..,.Fte~~r 4t/ t:-rUA"E, .D./a"
City/StatelZip: 1//7,,(j W.5"'cJ 7Jt~rA'1iEr
!7JK r L/1"'oc-A!'t.HJ,~ F~ 3 3' oj 0 q
'"
Telephone No.: 9S1- ~CI-OCJ/-,,2
Social Security
No. or Federal
I.D.No.: 76' - 0 +-6 if /6.3
Dun and
Bradstreet No.:
(if applicable)
If a partnership, names and addresses of partners:
#~
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BID NO: 36-00101
DATE: 8/29101
CITY OF MIAMI BEACH
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(~ian below If not incarcorated)
/
/'
//
WITNESSES:
//
(Type or Print Name of Bidder)
/
/ (Signature)
-,/
//
/(type ar Print Name Signed Above)
(Sign below if incoroorated)
Av"'~ii &J# 4~~ ~.PrA'Gft~,vu .,l;v~~,r,""r..
(Type or P'rint Name of Corporation) -C,IIC,.
/?
i /1/( / ,";).
/"M/.(';' t-i+Il/lAJ
(CORPORATE SEAL)
~L~S
(Type or Print Name Signed Above)
Incorparated under the laws of the State of: ~ .A-r:.-v,qif.-/
BID NO: 36-00101
DATE: 8129101
CITY OF MIAMI BEACH
21
00405. CITY OF MIAMI BEACH LICENSES, PERMITS AND FEES:
Pursuant to the Public Bid Disclosure Act, each license, permit or fee a Contractor will
have to pay the City before or during construction or the percentage method or unit
method of all licenses, permits and fees REQUIRED BY THE CITY AND PAYABLE TO
THE CITY by virtue of this construction as part of the Contract is as follows:
[NOTE: List all City of Miami Beach licenses, permits and fees, and
the amount or percentage method of the licenses, permits and fees.]
LICENSES, PERMITS AND FEES WHICH MAY BE REQUIRED BY
MIAMI-DADE COUNTY THE STATE OF FLORIDA, OR OTHER
GOVERNMENTAL ENTITIES ARE NOT INCLUDED IN THE ABOVE
LIST.
1. Occupational licenses from City of Miami Beach firms will be required to
be submitted within fifteen (15) days of notification of intent to award.
2. Occupational licenses will be required pursuant to Chapter 205.065
Florida Statutes.
BID NO: 36-00/01 CITY OF MIAMI BEACH
DATE: 8/29/01 22
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00407. SCHEDULE OF P81CES BID:
Consideration for Indemnification of CITY
$25.00
[ X ] Cost for compliance to. all Federal and State requirements
of the Trench Safety Act*
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[NOT ckets are checked or marked, the Bidder must fill out the
Trenafety Act sheet, Page 59, Section 00540, to be considered
responsive.)
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BID NO: 36-00101
DATE: 8IZ9/01
CITY OF MIAMI BEACH
23
00410. BID GUARANTY FORM
UNCONDITIONAL LETTER OF CREDIT:
Date of Issue
Issuing Bank's No.
Beneficiarv:
Aoolicant:
City of Miami Beach
1700 Convention Center Drive
Miami Beach, Florida 33139
Amount:
in United States Funds
Expiring:
(Date)
Bid/Contract Number
We hereby authorize you to draw on
(Bank, Issuer name)
by order of and for the account
at
(branch address)
of
(contractor, applicant, customer)
up to an aggregate amount, in United States Funds, of ____
available by your drafts at sight, accompanied by:
1. A signed statement from the City Manager of the City of Miami Beach, or his
authorized representative, that the drawing is due to default in performance of
obligations on the part of
agreed upon by and
(contractor, applicant, customer)
between City of Miami Beach, Florida and_
(contractor, applicant, customer)
pursuant to the Bid/Contract No. for
(name of project)
Drafts must be drawn and negotiated not later than
(expiration date)
Drafts must bear the clause: "Drawn under Letter of Credit No.
of dated_~_.
(Bank name)
BID NO: 36-00/01
DATE: 8119101
CITY OF MIAMI BEACH
14
This Letter of Credit sets forth in full terms of our undertaking, and such undertaking
shall not in any way be modified, amended, or amplified by reference to any documents,
instrument, or agreement referred to herein or to which this Letter of Credit is referred or
this Letter of Credit relates, and any such reference shall not be deemed to incorporate
herein by reference any document, instrument, or agreement.
We hereby agree with the drawers, endorsers, and bona fide holders of all drafts drawn
under and in compliance with the terms of this Letter of Credit that such drafts will be
duly honored upon presentation to the drawee.
The execution of the Contract and the submission of the required Performance and
Payment Guaranty and Insurance Certificate by the
(contractor, applicant, customer)
shall be a release of all obligations.
This Letter of Credit is subject to the "Uniform Customs and Practice for Documentary
Credits," International Chamber of Commerce (1993 revision), Publication No. 500 and
to the provisions of Florida law. If a conflict between the Uniform Customs and Practice
for Documentary Credits and Florida law should arise, Florida law shall prevail. If a .
conflict between the law of another state or country and Florida law should arise, Florida
law shall prevail.
Authorized Signature
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
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00500. SUPPLEMENT TO BID/TENDER FORM:
THIS COMPLETED FORM SHOULD BE SUBMITTED WITH THE BID,
HOWEVER, ANY ADDITIONAL INFORMATION NOT INCLUDED IN THE
SUBMITTED FORM AS DETERMINED IN THE SOLE DISCRETION OF
THE CITY, SHALL BE SUBMITTED WITHIN SEVEN (7) CALENDAR DAYS
OF THE CITY'S ~QUEST.
.
QUESTIONNAIRE
The undersigned authorized representative of the Bidder certifies the truth and accuracy
of all statements and the answers contained herein.
1. How many years has your organization been in business while possessing one of
the licenses, certifications, or registrations specified in Section 00405?
License/CertificatiOnIR~stration
CU -I"j)2366
# Years
. e:L1
1A. What ,business are you in? tJn~, r y f),MTM-erPA' ~,4,i.,~ ..6#.#6
2. What is the last project oj this nature that you have completed?
8J1?/Ja/A/f/J OJuAJ~J 4)?"". ~"'M/~~r/9r~ ~.:ie(:."r.
3. Have you ever failed to complete any work awarded to you? If so, where and
vhty?
- ;';0 -
3A. Give owner names, addresses and telephone numbers, and surety alid project
names, for an projects for which you have performed work, where your surety
has intervened to a~sist in comRletion of the project, whether or nQt a claim was
made. M
'17Lh;"
V'Vf~
Bm NO: ~"1
DATE: 8129/01 'A."p.DdNl 10~1f81\
CITY OF MIAMI BEACH
26
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00500.
THIS COMPLETED FORM SHOULD BE SUBMITTED WITH THE BID,
HOWEVER, ANY' ADDITIONAL INFORMATION NOT INCLUDED IN THE
. SUBMITTED FORM AS DETERMINED IN THE SOLE DISCRETION OF
THE CITY, SHALL BE SUBMmED WITHIN SEVEN (7) CALENDAR DAYS
OF THE CITY'S REQUEST.
QUESTlQN~AIRE
II
The undersigned authorized representative of the Bidder certifies the truth and accuracy
of all statements and the answers contained herein.
.1.
I.
1. How ~any years has your organization been in business while possessing one of
the licenses, certifications, or registrations specified in Section 00510?
LicenselCertificationlRegistration
ut)- CO..2.3665
ON../k:'~At1""'D Pri~;r,. ANb
&:XI1AJNIFi(JA) tA".qA'J#tH"~
1A. What business are you in? ()rit./ry t'rwTMert7~ 1;J,)~'ku/fl'
. ,
2. What is the last project of this nature that you have completed?
# Years
.;J...I
1jHOV/A/tO ~rf/ i1~e ;?~'/,,/u'r/1r/b> ~()tTC6r
3. Have you ever failed to complete any work awarded to you? If so, where and
why?'
-No -
3A. Give owner names, addresses and telephone numbers, and surety and project
names, for all projects for which you have performed work, where your surety
has intervened to assist in completion of the project. whether or not a claim was
made.
No~~
\.
8m NO: 36-00101
DATE: 1129/01
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CITY OF MIAMI BEACH
26
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4. Give names, addresses and telephone numbers of three individuals, corporations,
agencies, or Institutions for which you have performed work:
. 4.1. ~~~ ft:mU~f'~~tllI (gsr{)9B7-a'J66
(name) (address) (phone #) .
(! iTf- OF u.ut. ~A'I.N~
4.2. M"'- ~l'P /IIoM~ 38aJNII/~5'1lfIJ/L {q9{)~fS-...2/~7
(nar:ne) (address) (phone #)
C In- PF r;qA1A"Ar..
4.3. I"IP. ~.trtV.AldJAJ bt:J')JA/"tf~/~'" ~A~ (f:/5f() 7.2'1 :.z~
(name) (address) (phone #)
. 5. List t!le following information concerning all contracts in progress as of the date of
submission of this bid. (In case of co-venture, list the information for all
co-venturers. )
NAME OF
PROJECT
TOTAL DATE OF
CONTRACT COMPLETION
VALUE PER CONTRACT
%OF
COMPLETION
TO DATE
OWNER &
PHONE #
See ArAI!HCLJ ~Hb&r
6.
(Continue list on insert sheet, if necessary.)
Has a representative of the Bidder completely inspected the proposed project and
does the Bidder have a complete plan for its performance?
fE>
7.
Will you subcontract any part of this work? If so, give details including a list of
each subcontractor(s) that will perform work in excess of ten percent (10%) of the
contract amount, the approximate percentage, and the work that will be performed
by each such subcontractor(s). Include the name of the subcontractor(s) and the
approximate percentage of work.
MAIlfD//U'f'JA';f ~/?tHA1i~) eXCl9~'f/nAJ
t:-kA z. t:d'V~41SXiT (;Af.AWf.J )-,.IA~~. ~"lJiAf.S'
30?: 1/-
/~%
~\
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"
am NO: 36-00101
DATE: 11291'01
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CITY OF MIAMI BEACH
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The foregoing Hst of subcontractor(s) may not be amended after award of the
Contract without the prior written approval of the Contract Administrator. whose
approval shan not be unreasonably withheld.
8. VVhat equipment do you own that is available for the work?
5E'4"' A HA&N,;t:;h ~:..,..
9. VVhat equipment will you purchase for the proposed work?
~N'$
10. What equipment will you rent for the proposed work?
~N'/r
11. State the name of your proposed project manager and superintendent and give
details of his or her qualifications and experience in managing similar work.
I
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LHN ~KFKAA'T' 'I YA' D-,cYAC /# C:;~r ~~#'/
ie-oJ CC/AJHA (, Y~~f n;'HJ E~ ~~ {JFf;<;Qe;i
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BID NO: J6.OOI01
DATE: 1129101
CITY OF MIAMI BEACH
28
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12. State the true, exact, correct and complete name of the partnership, corporation
or trade name under which you do business and the address of the place of
business. {If a corporation, state the name of the president and sec;retary. If a .
partnership, state the names of all partners. If a trade name, state the names of
the individuals who do business under the trade n~mel. A .
. ~.l!1 M'... A/M'M /YAtlL'A'/6A
12.1 The correct name of the Bidder is I /~.QD .b.t/;f'Asm'O~ Lvt!,.
12.2 The business is a (Sole Proprietorship) (Partnership) (Carporation).
CvA I'dA' A rI/w
12.3 The address of principal place of business is
/117 N W 55' TJt~rA'bb0 FaAr LA~A'~fi dll.lt)q .
12.4 The names of the corporate officers, or partners, or individuals dOing
business under a trade name, are as follows:
5"&~ 4 If" A~DJ O,cH~&e5" rJ.- /).uflCd"1J'?5 S#.4".e r
12.5 List all organizations which were predecessors to Bidder or in which the
principals or officers' of the Bidder were principals or officers.
~~& ~Q"~~"A 5rArr.AetJr p~ ~AA'..Ir.e~Af'u'~.
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am NO: 36-GOIOI
DAD: 1129J11
CITY OF MIAMI BEACH
29
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12.6. List and descrtbe all bankruptcy petitions (voluntary or Involuntary) which
have been filed by or against the Bidder, Its parent or subsidiaries or
predecessor organizations during the past five (5) years. Include In the
description the disposition of each such petition.
IItJ#~
12.7: List and describe all successful Perfonnance or Payment Bond claims
made to your surety(ies) during the last fIVe (5) years. The list and
descriptians should include claims against the bond of the Bidder and its
predecessor organization(s).
~N/
12.8 List all claims, arbitrations, administrative hearings and lawsuits brought
by or against the Bidder or its predecessor organization(s) during the last
five (5) years. The list shall include all case names; case, arbitratian or
hearing identification numbers; the name of the project over which the
dispute arose; a description of the subject matter of the dispute; and the
final outcome of the claim.
N{}~ E'
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am NO: 36-00101
DATE: 8119/01
CITY OF MIAMI BEACH
30
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12.10.
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List and describe aU criminal proceedings or hearings concerning
business related offenses In which the Bidder, its principals or officers or
predecessor organization(s) were defendants.
N/JUE
Has the Bidder, its principals, officers or pr.edecessor organization(s)
been debarred or suspended from bidding by any government during the
last five (5) years? If yes, provide details. .
NONE / #0
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12.11. Under what conditions does the Bidder request Change Orders.
ft1/JT.#"A1/';L- CU4Ao156J" ~ ~.e- t::wn/Jc.-.r
't.. .
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.(>',
J~~~r
lID NO: J6.GOIOl
DAft: 1129/01
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CITY OF MIAMI BEACH
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00520.
SUPI?LEMENI TO BIOrrENOER FORM
NON-COLLUSION CERTIFICATE
THIS FORM MUST BE SUBMITTED PRIOR TO AWARD FOR BIDDER TO
BE DEEMED RESPONSIBLE.
Submitted this r
,
day of..
,2001.
JIov ~;II,d..,4
The undersigned, as Bidder, declares that the only persons interested in this Bid are
named herein; that no other person has any interest in this Bid or in the Contract to
which this Bid pertains; that this Bid is made without connection or arrangement with any
ather person; and that this Bid is in every respect fair and made in good faith, without
collusion or fraud. .
The Bidder agrees if this Bid is accepted, to execute an appropriate City of Miami Beach
document for the purpose of establishing a formal contractual relationship between the
Bidder and the C!ty of Miami Beach, Florida, far the performance of all requirements to
which the Bid pertains. .
The Bidder states that thi Bid is based upon the documents identified by the following
number: Bid No.- t.V 0 . .
;filA"'#" II A~..f'/S
PRINTED NAME
~ Ifu: ~$$"Un~-#~r
TITLE (IF CORPORATION)
BID NO: 36-00101
DATE: 8/29/01
CITY OF MIAMI BEACH
32
00530. SUPPLEMENT TO BIDfTENDER FORM
DRUG FREE WORKPLACE CERTIFICATION
THIS FORM MUST BE SUBMITTED PRIOR TO AWARD FOR BIDDER TO
BE DEEMED RESPONSIBLE.
The undersigned Bidder hereby certified that it will provide a drug-free workplace
program by:
(1) Publishing a statement notifying its employees that the unlawful manufacture.
distribution, dispensing, possession, or use of a controlled substance is prohibited in
the offeror's workplace, and specifying the actions that will be taken against
employees for violations of such prohibition;
(2) Establishing a continuing drug-free awareness program to inform its employees
about:
(i) The dangers of drug abuse in the workplace;
(ii) The Bidder's policy of maintaining a drug-free workplace;
(Hi) Any available drug counseling, rehabilitation, and employee assistance
programs; and
(iv) The penalties that may be imposed upon employees for drug abuse violations
occurring in the workplace;
(3) Giving all employees engaged in performance of the Contract a copy of the
statement required by subparagraph (1);
(4) Notifying all employees, in writing, of the statement required by subparagraph (1),
that as a condition of employment on a covered COr.ltract, the employee shall:
(i) Abide by the terms of the statement; and
(ii) Notify the employer in writing of the employee's conviction under a criminal
drug statute for a violation occurring in the workplace no later than five (5)
calendar days after such conviction;
(5) Notifying the City in writing within ten (10) calendar days after receiving notice under
subdivision (4) (ii) above, from an employee or otherwise receiving actual notice of
such conviction. The notice shall include the position title of the employee;
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
33
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00540. SUPPLEMENT TO Blt)/TENDER FORM
TRENCH SAFETY ACT
THIS FORM MUST BE SUBMITTED WITH BID FOR BID TO BE DEEMED
RESPONSIVE.
On October 1, 1990 House ,Bill 3181, known as the Trench Safety Act became law. This
incorporates the Occupational Safety & Health Administration (OSHA) revised excavation safety
standards, citation 29 CFR.S.1926.650, as Florida's own standards.
The Bidder, by virtue of the signature below, affirms that the Bidder is aware of this Act, and will
comply with all applicable trench safety standards. Such assurance shall be legally binding on
all persons employed by the Bidder an!:! subcontractors.
The Bidder'is also obligated to identify the anticipated method and cost of compliance with the
applicable trench safety standards.
BIDDER ACKNOWLEDGES THAT INCLUDED IN THE VARIOUS ITEMS OF THE PROPOSAL
AND IN THE TOTAL 8m PRICE ARE COSTS FOR COMPLYING WITH THE FLORIDA
TRENCH SAFETY ACT. THESE ITEMS ARE A BREAKOUT OF THE RESPECTIVE ITEMS
INVOLVING TRENCHING AND WILL NOT BE PAID SEPARATELY. THEY ARE NOT TO BE
CONFUSED WITH BID ITEMS IN THE SCHEDULE OF PRICES, NOR BE CONSIDERED
ADDITIONAL WORK.
The Bidder further identified the costs and methods summarized below:
Quantity Unit
Description Unit Price Price Extended Method
TIft-Hat! &x ~. /O,~ Lr-
frh~(., IU If) ~ L/..:"
Total $ /0 .~ ~r4 tY' rt1'c~ar
BID NO: 36-00101
DATE: 8129Jl)1
CITY OF MIAMI BEACH
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IN ORDJ;R TO BE CO~IDEB.ED RI;SPONSjYe. TliE BIDDER MUST COMPLETE*
THIS FORM. SIGN AND SUBMIT IT WITH ITS BID DOCUMENT.
41tJ~iJ. . /liMEN A/1I&f/CA lLbU~C)a,lUO
Name of Bidde J.7Y~~~.TA'tJi/~~ ~<2,
*COMPLETION REQUIRES FILLING IN THE APPROPRIATE DETAILS UNDER THE
HEADINGS. loa.. DESCRIPTION.. UNIT. QUANTITY PRICE. UNIT PRICE.
EXTENDED. AND METHOD.
BID NO: 36-00/01
DATE: 8119/01
CITY OF MIAMI BEACH
36
00550. RECYCLED CONTENT INFORMATION
In support of the Florida Waste Management Law, Bidders are encouraged to supply
with their bid, any information available regarding recycled material content in the
products bid. The City is particularly interested in the type of recycled material used
(such as paper, plastic, glass, metal, etc.); and the percentage of recycled material
contained in the product. The City also requests information regarding any known or
potential material content in the product that may be extracted and recycled after the
product has served its intended purpose.
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
37
00600. CONTRACT
CONTRACT
THIS IS A CONTRACT, by and between the City of Miami Beach, a political
subdivision of the State of Florida, hereinafter referred to as CITY, and
iJ:z,U.L;~..d~ Aw.,Ulf. tL.-Un&rjl'Dut\ ci. , hereinafter referred to as
CONTRACTOR. -::t::A~s+rv~+Ur~ ~c.....
WIT N E SSE T H, that CONTRACTOR and CIlY, fo r the considerations
hereinafter named, agree as follows:
ARTICLE 1
SCOPE OF WORK
CONTRACTOR hereby agrees to furnish all of the labor, materials, equipment
services and incidentals necessary to perform all of the work described in the Contract
Documents and related thereto for the Project.
ARTICLE 2
CONTRACT TIME
2.1 CONTRACTOR shall be instructed to commence the Work by written instructions
in the form of a Standing Order issued by the City's Procurement Director and a
Notice to Proceed issued by the Contract Administrator. Two (2) Notices to
Proceed will be issued for this Contract. CONTRACTOR shall commence
scheduling activities, permit applications and other preconstruction work within
five (5) calendar days after the Project Initiation Date which shall be the same as
the date of the first Notice to Proceed. The Notice to Proceed and Purchase
Order will not be issued until CONTRACTOR's submission to CITY of all required
documents and after execution of the Contract by both parties.
2.1.1. The receipt of all necessary permits by CONTRACTOR and acceptance
of the full progress schedule in accordance with technical specifications
section, submittal schedule and schedule of values is a condition
precedent to the issuance of a second Notice to Proceed to mobilize on
the Project site and commence with physical construction work.
2.2 Time is of the essence throughout this Contract. The Work shall be substantially
completed within Three-Hundred Sixty Five (365) calendar days from the
Project Initiation Date specified in the Notice to Proceed, and completed and
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
38
ready for final payment in accordance with Article 5 within Four-Hundred Fifty
Five (455) calendar days from the date certified by CONSULTANT as the date of
Substantial Completion.
2.3 Upon failure of CONTRACTOR to substantially complete the Contract within the
specified period of time, plus approved time exten~ic)I1~"CONTRACTOR shall
pay to CITY the sum of One-Thousand Dollars ($jl.4ip)) for each calendar
day after the time specified in Section 2.2 above, plus any approved time
extensions, for Substantial Completion. After Substantial Completion should
CONTRACTOR fail to complete the remaining work within the time specified in
Section 2.2 above, plus approved time extensions thereof, for completion and
readiness for final pa~~~nt~ (:;ONTRACTOR shall pay to CITY the sum of One-
Thousand Dollars ($;t,IQQ'JQPI) for each calendar day after the time specified in
Section 2.2 above, plus any approved extensions, for completion and readiness
for final payment. These amounts are not penalties but are liquidated damages
to CITY for its inability to obtain full beneficial occupancy and/or use of the
Project. Liquidated damages are hereby fixed and agreed upon between the
parties, recognizing the impossibility of precisely ascertaining the amount of
damages that will be sustained by CITY as a consequence of such delay, and
both parties desiring to obviate any question of dispute concerning the amount of
said damages and the cost and effect of the failure of CONTRACTOR to
complete the Contract on time.
The above-stated liquidated damages shall apply separately to each portion of
the Project for which a time for completion is given.
2.4 CITY is authorized to deduct liquidated damages from monies due to
CONTRACTOR for the Work under this Contract or as much thereof as CITY
may, in its sole discretion, deem just and reasonable.
2.5 CONTRACTOR shall be responsible for reimbursing CITY, in addition to
liquidated damages, for all costs incurred by CONSULTANT in administering the
construction of the Project beyond the completion date specified above, plus
approved time extensions. CONSULTANT construction administration costs
shall be pursuant to the contract between CITY and CONSULTANT, a copy of
which is available upon request of the Contract Administrator. All such costs
shall be deducted from the monies due CONTRACTOR for performance of Work
under this Contract by means of unilateral credit change orders issued by CITY
as costs are incurred by CONSULTANT and agreed to by CITY.
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
39
ARTICLE 3
THE CONTRACT SUM
[X] This is a Unit Price Contract:*
3.1 CITY shall pay to CONTRACTOR the amounts determined for the total number
of each of the units of work completed at the unit price stated in the schedule of
prices bid. The number of units contained in this schedule is an estimate only,
and final payment shall be made for the actual number of units incorporated in or
made necessary by the Work covered by the Contract Documents.
3.2 Payment shall be made at the unit prices applicable to each integral part of the
Work. These prices shall be full compensation for all costs, including overhead
and profit, associated with completion of all the Work in full conformity with the
requirements as stated or shown, or both, in the Contract Documents. The cost
of any item of work not covered by a definite Contract unit price shall be included
in the Contract unit price or lump sum price to which the item is most applicable.
[ X ] This is a Lumo Sum Contract:*
3.1 CITY shall pay to CONTRACTOR for the performance of the Work described in
the Contract Documents, the total price stated as awarded.
3.2 Payment shall be at the lump sum price stated in the Contract. This price shall
be full compensation for all costs, including overhead and profit, associated with
completion of all the work in full conformity with the requirements as stated or
shown, or both, in the Contract Documents. The cost of any item of work not
covered by a definite Contract lump sum should be included in the lump sum
price to which the item is most applicable.
*Note: Some Projects include both unit prices and lump sums in which case both
sections shall ~pply to the Wor~ identified for each type of Contract.
ARTICLE 4
PROGRESS PAYMENTS
4.1 CONTRACTOR may make Application for Payment for work completed during
the Project at intervals of not more than once a month. CONTRACTOR's
application shall show a complete breakdown of the Project components, the
quantities completed and the amount due, together with such supporting
evidence as may be required by CONSULTANT. CONTRACTOR shall include,
but same shall be limited to, at Consultant's discretion, with each Application for
Payment, an updated progress schedule acceptable to CONSULTANT as
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
40
required by the Contract Documents and a release of liens and consent of surety
relative to the work which is the subject of the Application. Each Application for
Payment shall be submitted in triplicate to CONSULTANT for approval. CITY
shall make payment to CONTRACTOR within thirty (30) days after approval by
CONSULTANT of CONTRACTOR's Application for Payment and submission of
an acceptable updated progress schedule.
4.2 Ten percent (10%) of all monies earned by CONTRACTOR shall be retained by
CITY until Final Completion and acceptance by CITY in accordance with Article 5
hereof, except that after ninety percent (90%) of the Work has been completed,
the Contract Administrator may reduce the retainage to five percent (5%) of all
monies previously earned and all monies earned thereafter. Any reduction in
retainage shall be in the sole discretion of the Contract Administrator, shall be
recommended by CONSULTANT and CONTRACTOR shall have no entitlement
to a reduction. Any interest earned on retainage shall accrue to the benefit of
CITY. All requests for retainage reduction shall be in writing in a separate stand
alone document.
4.3 CITY may withhold, in whole or in part, payment to such extent as may be
necessary to protect itself from loss on account ot:"
4.3.1 Defective work not remedied.
~.3.2 Claims filed or reasonable evidence indicating probable filing of claims
by other parties against CONTRACTOR or CITY because of
CONTRACTOR's performance.
4.3.3 Failure of CONTRACTOR to make payments properly to Subcontractors
or for material or labor.
4.3.4 Damage to another contractor not remedied.
4.3.5 Liquidated damages and costs incurred by CONSULTANT for extended
construction administration.
4.3.6 Failure of CONTRACTOR to provide any and all documents required by
the Contract Documents.
When the above grounds are removed or resolved satisfactory to the Contract
Administrator, payment shall be made in whole or in part.
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
41
ARTICLE 5
ACCEPTANCE AND FINAL PAYMENT
5.1 Upon receipt of written notice from CONTRACTOR that the Work is ready for
final inspection and acceptance, CONSULTANT shall, within ten (10) calendar
days, make an inspection thereof. If CONSULTANT and Contract Administrator
find the Work acceptable, the requisite documents have been submitted and the
requirements of the Contract Documents fully satisfied, and all conditions of the
permits and regulatory agencies have been met, a Final Certificate of Payment
(Form 00926) shall be issued by CONSULTANT, over its signature, stating that
the requirements of the Contract Documents have been performed and the Work
is rea~y for acceptance under the terms and conditions thereof.
5.2 Before issuance of the Final Certificate for Payment, CONTRACTOR shall
deliver to CONSULTANT a complete release of all liens arising out of this
Contract, receipts in full in lieu thereof; an affidavit certifying that all suppliers and
subcontractors have been paid in full and that all other indebtedness connected
with the Work has been paid, and a consent of the surety to final payment; the
final corrected as-built drawings; and the final bill of materials, if required, and
invoice.
5.3 If, after the Work has been substantially completed, full completion" thereof is
materially delayed through no fault of CONTRACTOR, and CONSULTANT so
certifies, CITY shall, upon certificate of CONSULTANT, and without terminating
the Contract, make payment of the balance due for that portion of the Work fully
completed and accepted. Such payment shall be made under the terms and
conditions governing final payment, except that it shall not constitute a waiver of
claims.
5.4 Final payment shall be made only after the City Manager or his designee has
reviewed a written evaluation of the performance of CONTRACTOR prepared by
the Contract Administrator, and approved the final payment. The acceptance of
final payment shall constitute a waiver of all claims by CONTRACTOR, except
those previously made in strict accordance with the provisions of the General
Conditions and identified by CONTRACTOR as unsettled at the time of the
application for final payment.
ARTICLE 6
MISCELLANEOUS
6.1 This Contract is part of, and incorporated in, the Contract Documents as defined
herein. Accordingly, all of the documents incorporated by the Contract
Documents shall govern this Project.
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
42
6.2 Where there is a conflict between any provision set forth within the Contract
Documents and a more stringent state or federal provision which is applicable to
this Project, the more stringent state or federal provision shall prevail.
6.3 Public Entity Crimes
In accordance with the Public Crimes Act, Section 287.133, Florida Statutes, a
person or affiliate who is a contractor, consultant or other provider, who has been
placed on the convicted vendor list following a conviction for a public entity crime
may not submit a bid on a contract to provide any goods or services to the CITY,
may not submit a bid on a contract with the CITY for the construction or repair of
a public building or public work, may not submit bids on leases of real property to
the CITY, may not be awarded or perform work as a contractor, supplier,
subcontractor, or consultant under a contract with the CITY, and' may not
transact any business with the CITY in excess of the threshold amount provided
in Section 287.017, Florida Statutes. for category two purchases for a period of
36 months from the date of being placed on the convicted vendor list. Violation
of this section by Contractor shall result in cancellation of the CITY purchase and
may result in Contractor debarment.
6.4 Indeoendent Contractor
CONTRACTOR is an independent contractor under this Contract. Services
provided by CONTRACTOR pursuant to this Contract shall be subject to the .
supervision of CONTRACTOR. In providing such services, neither
CONTRACTOR nor its agents shall act as officers, employees, or agents of the
CITY. This Contract shall not constitute or make the parties a partnership or joint
venture.
6.5 Third Partv Beneficiaries
Neither CONTRACTOR nor CITY intend to directly or substantially benefit a third
party by this Contract. Therefore, the parties agree that there are no third party
beneficiaries to this Contract and that no third party shall be entitled to assert a
claim against either of them based upon this Contract. The parties expressly
acknowledge that it is not their intent to create any rights or obligations in any
third person or entity under this Contract.
6.6 Notices
Whenever either party desires to give notice to the other, such notice must be in
writing, sent by certified United States Mail, postage prepaid, return receipt
requested, or by hand-delivery with a request for a written receipt of
acknowledgment of delivery, addressed to the party for whom it is intended at the
place last specified. The place for giving notice shall remain the same as set
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
43
forth herein until changed in writing in the manner provided in this section. For
the present, the parties designate the following:
For CITY:
Procurement Division
City of Miami Beach City Hall
1700 Convention Center Drive
Miami Beach, Florida 33139
Attn: Gus Lopez, Procurement Director
With copies to:
City Attorney
City of Miami Beach
1700 Convention Center Drive
Miami Beach, Florida 33139
For Contractor:
Azurix North America Underground Infrastructure, Inc.
1117 NW 55th Street
Fort Lauderdale, Florida 33309
Attn: Mark Harris, Vice President
6.7 Assianment and Performance
Neither this Contract nor any interest herein shall be assigned, transferred, or
encumbered by either party. In addition, CONTRACTOR shall not subcontract
any portion of the work required by this Contract except as authorized by Section
27 of the General Conditions. CONTRACTOR represents that all persons
delivering the services required by this Contract have the knowledge and skills,
either by training, experience, education, or a combination thereof, to adequately
and competently perform the duties, obligations, and services set forth in the
Scope of Work and to provide and perform such services to CITY's satisfaction
for the agreed compensation.
CONTRACTOR shall perform its duties, obligations, and services under this
Contract in a skillful and respectable manner. The quality of CONTRACTOR's
performance and all interim and final product(s) provided to or on behalf of CITY
shall be comparable to the best local and national standards.
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
44
6.8 Materialitv and Waiver of Breach
CITY and CONTRACTOR agree that each requirement, duty, and obligation set
forth in these Contract Documents is substantial and important to the formation of
this Contract and, therefore, is a material term hereof.
CITY's failure to enforce any provision of this Contract shall not be deemed a
waiver of such provision or modification of this Contract. A waiver of any breach
of a provision of this Contract shall not be deemed a waiver of any subsequent
breach and shall not be construed to be a modification of the terms of this
Contract.
6.9 Severance
In the event a pbrtion of this Contract is found by a court of competent jurisdiction
to be invalid, the remaining provisions shall continue to be effective unless CITY
or CONTRACTOR elects to terminate this Contract. An election to terminate this
Contract based upon this provision shall be made within seven (7) days after the
finding by the court becomes final.
6.10 Aoolicable Law and Venue.
This Contract shall be enforceable in Miami-Dade County, Florida, and if leg~1
action is necessary by either party with respect to the enforcement of any or all of
the terms or conditions herein exclusive venue for the enforcement of same shall
lie in Miami-Dade County, Florida. By entering Into this Contract,
CONTRACTOR and CITY hereby expressly waive any rights either party
may have to a trial by jury of any civil litigation related to, or arising out of
the Project. CONTRACTOR, shall specifically bind all subcontractors to the
provisions of this Contract.
6.11 Amendments
No modification, amendment, or alteration in the terms or conditions contained
herein shall be effective unless contained in a written document prepared with
the same or similar formality as this Contract and executed by the Board and
CONTRACTOR.
6.12 Prior Aareements
This document incorporates and includes all prior negotiations, correspondence,
conversations, agreements, and understandings applicable to the matters
contained herein and the parties agree that there are no commitments,
agreements or understandings concerning the subject matter of this Contract that
are not contained in this document. Accordingly, the parties agree that no
deviation from the terms hereof shall be predicated upon any prior
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
45
representations or agreements, whether oral or written. It is further agreed that
no modification, amendment or alteration in the terms or conditions contained
herein shall be effective unless set forth in writing in accordance with Section
6.11 above.
IN WITNESS WHEREOF, the parties have set their hands and seals the day and
year first above written.
MIAMI BEACH
p~
. Robert paler. City Clerk
CONTRACTOR MUST EXECUTE THIS CONTRACT AS INDICATED BELOW. USE
CORPORATION OR NONCORPORATION FORMAT, AS APPLICABLE.
[If incorporated sign below.]
By:
CONTRACTOR .
/hv~/~ ,Af()/'fT/I 4/?11C~/M
tkJCAl'G~II'WQ W/?4iflfl/c/iA't'/ ...J7/e.-,
~bn)
I (S gnature)
f"rrM4L- ll.uvJj ~ ~'DbWr
(Print Name ~~d'Tnre)
R day of J~ ,20 o~
(Corporate Seal)
~ ~. - ~ ~ -. "
- --
[If not incorPOrated sign below.]
CONTRACTOR
WITNESSES:
(Name of Firm)
(Signature)
(Print Name and Title)
By:
_day of ,20_"
CITY REQUIRES FIVE (5) FULLY-EXECUTED CONTRACTS. FOf}~m~~EE
& FOR EXECUTION
CITY OF MIAMI BEACH
46
"' ! ~-dL-
BID NO: 36-00/01
DATE: 8/19/01
00708. FORM CERTIFICATE OF INSURANCE
A form Certificate of Insurance will be attached here.
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
47
00710. FORM OF PERFORMANCE BOND
BY THIS BOND, We
, as
Principal,
hereinafter
called
CONTRACTOR,
and
, as Surety, are bound to the City of Miami
Beach, Florida, as Obligee, hereinafter called CITY, in the amount of
Dollars ($___) for the payment whereof
CONTRACTOR and Surety bind themselves, their heirs, executors, administrators,
successors and assigns, jointly and severally.
WHEREAS, CONTRACTOR has by written agreement entered into a Contract,
Bid/Contract No.: awarded the day of
, 20_, with CITY which Contract Documents are by reference
incorporated herein and made a part hereof, and specifically include provision for
liquidated damages, and other damages identified, and for the purposes of this Bond
are hereafter referred to as the "Contract";
THE CONDITION OF THIS BOND is that if CONTRACTOR:
1. Performs the Contract between CONTRACTOR and CITY for construction of
, the Contract being
made a part of this Bond by reference, at the times and in the manner prescribed
in the Contract; and
2. Pays CITY all losses, liquidated damages, expenses, costs and attorney's fees
including appellate proceedings, that CITY sustains as a result of default by
CONTRACTOR under the Contract; and
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
48
FORM OF PERFORMANCE BOND
(Continued)
3. Performs the guarantee of all work and materials furnished under the Contract for
the time specified in the Contract; then THIS BOND IS VOID, OTHERWISE IT
REMAINS IN FULL FORCE AND EFFECT.
Whenever CONTRACTOR shall be. and declared by CITY to be, in default under
the Contract, CITY having performed CITY obligations thereunder, the Surety
may promptly remedy the default. or shall promptly:
3.1. Complete the Project in accordance with the terms and conditions of the
Contract Documents; or
3.2. Obtain a bid or bids for completing the Project in accordance with the
terms and conditions of the Contract Documents, and upon
determination by Surety of the lowest responsible Bidder, or, if CITY
elects, upon determination by CITY and Surety jointly of the lowest
responsible Bidder, arrange for a contract between such Bidder and
CITY, and make available as work progresses (even though there
should be a default or a succession of defaults under the Contract ()r
Contracts of completion arranged under this paragraph) sufficient funds
to pay the cost of completion less the balance of the Contract Price; but
not exceeding, including other costs and damages for which the Surety
may be liable hereunder, the amount set forth in the first paragraph
hereof. The term "balance of the Contract Price," as used in this
paragraph, shall mean the total amount payable by CITY to
CONTRACTOR under the Contract and any amendments thereto, less
the amount properly paid by CITY to CONTRACTOR.
No right. of action shall accrue on this bond to or for the use of any person or
corporation other than CITY named herein.
The Surety hereby waives notice of and agrees that any changes in or under the
Contract Documents and compliance or noncompliance with any formalities
connected with the Contract or the changes does not affect Surety's obligation
under this Bond.
Signed and sealed this
day of
,20__.
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
49
FORM OF PERFORMANCE BOND
(Continued)
WITNESSES:
(Name of Corporation)
Secretary
By:
(Signature)
(CORPORATE SEAL)
(Print Name and Title)
IN THE PRESENCE OF:
INSURANCE COMPANY:
By:
Agent and Attorney-in-Fact
Address:
(Street)
(City/StatelZip Code)
Telephone No.:
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
50
00720. FORM OF PAYMENT BOND
BY THIS BOND, We
, as
Principal, hereinafter called CONTRACTOR, and
, as Surety, are bound to the City of Miami
Beach, Florida, as Obligee, hereinafter called CITY, in the amount of
Dollars ($ ) for the payment
whereof CONTRACTOR and Surety bind themselves, their heirs, executors,
administrato~, successors and assigns, jointly and severally.
WHEREAS, CONTRACTOR has by written agreement entered into a Contract,
Bid/Contract No.: awarded the day of
________, 20_, with CITY which Contract Documents are by reference
incorporated herein and made a part hereof, and specifically include provision for
liquidated damages, and other damages identified,. and for the purposes of this Bond
are hereafter referred to as the "Contract";
THE CONDITION OF THIS BOND is that if CONTRACTOR:
1. Pays CITY all losses, liquidated damages, expenses, costs and attorney's fees
including appellate proceedings, that CITY sustains because of default by
CONTRACTOR under the Contract; and
2. Promptly makes payments to all claimants as defined by Florida Statute
255.05(1) for all labor, materials and supplies used directly or indirectly by
CONTRACTOR in the performance of the Contract;
THEN CONTRACTOR'S OBLIGATION SHALL BE VOID; OTHERWISE, IT
SHALL REMAIN IN FULL FORCE AND EFFECT SUBJECT, HOWEVER, TO
THE FOLLOWING CONDITIONS:
2.1. A claimant, except a laborer, who is not in privity with CONTRACTOR
and who has not received payment for its labor, materials, or supplies
shall, within forty-five (45) days after beginning to fumish labor,
materials, or supplies for the prosecution of the work, fumish to
CONTRACTOR a notice that he intends to look to the bond for
protection.
BID NO: 36-00/01 CITY OF MIAMI BEACH
DATE: 8/29/01 51
FORM OF PAYM NT BOND
2.2. A claimant who is not in privi with CONTRACTOR and who has not
received payment for its labor, materials, or supplies shall, within ninety
(90) days after performance of the labor or after complete delivery of the
materials or supplies, deliver 'to CONTRACTOR and to the Surety,
written notice of the performanc:~ of the labor or delivery of the materials
or supplies and of the nonpaym~nt. .
2.3. No action for the labor, materia~, or supplies may be instituted against
CONTRACTOR or the Surety unless the notices stated under the
preceding conditions (2.1) and (g.2) have been given.
2.4. Any action under this Bond mLst be instituted in accordance with the
Notice and Time Limitations provisions prescribed in Section 255.05(2),
. Florida Statutes.
The Surety hereby waives notice of andlagrees that any changes in or under the
Contract. Documents and compliance ior noncompliance with any formalities
connected with the Contract or the ichanges does not affect the Surety's
obligation under this Bond.
Signed and sealed this ___ day of -L-
,20_.
CONTRACTOR
ATTEST:
(Name of Corporation)
By:
(Signature)
(Secretary)
. (Print Name and Title)
,
(Corporate Seal)
_ day of
,20_.
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MI MI BEACH
52
IN THE PRESENCE OF:
BID NO: 36-00/01
DATE: 8/29/01
INSURANCE COMPANY:
By:
Agent and Attorney-in-Fact
Address:
(Street)
(City/StatelZip Code)
Telephone No.:
CITY OF MIAMI BEACH
S3
00721. CERTIFICATE AS TO CORPORATE PRINCIPAL
I, , certify that I am the
Secretary of the corporation named as Principal in the foregoing Performance and
Payment Bond (Performance Bond and Payment Bond); that
, who signed the Bond(s) on behalf of the Principal, was
then of said corporation; that I know his/her signature; and his/her
signature thereto is genuine; and that said Bond(s) was (were) duly signed. sealed and
attested to on behalf of said corporation by authority of its governing body.
(SEAL)
Secretary (on behalf of)
Corporation
STATE OF FLORIDA )
) SS
COUNTY OF MIAMI-DADE )
Before me, a Notary Public duly commissioned, qualified and acting personally,
appeared to me well known, who
being by me first duly sworn upon oath says that he/she has been authorized to execute
the foregoing Performance and Payment Bond (Performance Bond and Payment Bond)
on behalf of CONTRACTOR named therein in favor of CITY.
Subscribed and Sworn to before me this
,20_.
day of
My commission expires:
Notary Public, State of
Bonded
by
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
S4
00735. PERFORMANCE AND PAYMENT GUARANTY FORM
UNCONDITIONAL LETTER OF CREDIT:
Date of Issue
Issuing Bank's No.
Beneficiarv:
ADolicant:
City of Miami Beach
1700 Convention Center Drive
Miami Beach, Florida 33139
Amount:
in United States Funds
Expiry:
(Date)
Bid/Contract Number
We hereby authorize you to draw on
(Bank, Issuer name)
at
by order
(branch address)
of and for the account of
(contractor, applicant, customer)
up to an aggregate amount, in United States Funds, of
by your drafts at sight, accompanied by:
1. A signed statement from the City Manager or his authorized designee, that the
drawing is due to default in performance of certain obligations on the part
(contractor, applicant, customer) agreed upon by and
between the City of Miami Beach, Florida and (contractor),
pursuant to the (applicant, customer) Bid/Contract No.
for (name of project) and Section 255.05, Florida
Statutes.
available
Drafts must be drawn and negotiated not later than
(expiration date)
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
55
Drafts must bear the clause: "Drawn under Letter of Credit No.
(Number), of __________ (Bank name) dated
This 'Letter of Credit shall be renewed for successive periods of one (1) year each
unless we provide the City of Miami Beach with written notice of our intent to terminate
the credit herein extended, which notice must be provided at least thirty (30) days prior
to the expiration date of the original term hereof or any renewed one (1) year term.
Notification to the CITY that this Letter of Credit will expire prior to performance of the
contractor's obligations will be deemed a default.
This Letter of Credit sets forth in full the terms of our undertaking, and such undertaking
shall not in any way be modified, or amplified by reference to any documents,
instrument, or agreement referred to herein or to which this Letter of Credit is referred or
this Letter of Credit relates, and any such reference shall not. be deemed to incorporate
herein by reference any document, instrument, or agreement.
We hereby agree with the drawers, endorsers, and bona fide holders of all drafts drawn
under and in compliance with the terms of this credit that such drafts will be duly
honored upon presentation to the drawee.
Obligations under this Letter of Credit shall be released one (1) year after the Final
Completion of the Project by the
(contractor, applicant, customer)
This Credit is subject to the "Uniform Customs and Practice for Documentary Credits,"
International Chamber of Commerce (1993 revision), Publication No. 500 and to the
provisions of Florida law. If a conflict between the Uniform Customs and Practice for
Documentary Credits and Florida law should arise, Florida law shall prevail. If a conflict
between the law of another state or country and Florida law should arise, Florida law
shall prevail.
Authorized Signature
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
56
00800. GENERAL CONDITIONS:
1. Proiect Manuat
1.1. The Project Manual includes any general or special Contract conditions or
specifications attached hereto.
1.2. The Project Manual, along with all documents that make up and constitute
the Contract Documents, shall be followed in strict accordance as to work,
performance, material, and dimensions except when CONSULTANT may
authorize, in writing, an exception. .
1.3. Dimensions given in figures are to hold preference over scaled
measurements from the drawings; however, all discrepancies shall be
resolved by CONSULTANT. CONTRACTOR shall not proceed when in
doubt as to any dimension or measurement, but shall seek clarification
from CONSULTANT.
1.4. CONTRACTOR shall be furnished three (3) copies, free of charge, of the.
Project Manual; two of which shall be preserved and always kept
accessible to CONSULTANT and . CONSULTANT's authorized
representatives. Additional copies of the Project Manual may be obtained
from CITY at the cost of reproduction.
2. Intention of CITY:
It is the intent of CITY to describe in the Contract Documents a functionally
complete Project (or part thereof) to be constructed in accordance with the
Contract Documents and in accordance with all codes and regulations governing
construction of the Project. Any work, materials or equipment that may
reasonably be inferred from the Contract Documents as being required to
produce the intended result shall be supplied by CONTRACTOR whether or not
specifically called for. When words which have a well-known technical or trade
meaning are used to describe work, materials or equipment, such words shall be
interpreted in accordance with that meaning. Reference to standard
specifications, manuals, or codes of any technical society, organization or
association, or to the laws or regulations of any governmental authority, whether
such reference be specific or by implication, shall mean the latest standard
specification, manual, code or laws or regulations in effect at the time of opening
of bids and CONTRACTOR shall comply therewith. CITY shall have no duties
other than those duties and obligations expressly set forth within the Contract
Documents.
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
57
3. Preliminary Matters:
3.1. Within five (5) calendar days prior to the pre-construction meeting
described in Section 3.2, CONTRACTOR shall submit to CONSULTANT
for CONSULTANT's review and acceptance:
3.1.1. A progress schedule in the indicated form:
[ ] Bar Chart
[ ] Modified CPM
[X] CPM
[ ] Computerized CPM
(CPM shall be interpreted to be generally as outlined in the
Association of General Contractors (AGC) publication, "The Use of
CPM in Construction.")
The progress schedule shall indicate the start and completion dates
of the various stages of the Work and shall show an activity
network for the planning and execution of the Work. Included with
the progress schedule shall be a narrative description of the
progress schedule. The progress schedule must be updated
monthly by CONTRACTOR, submitted as part of each Application
for Payment and shall be acceptable to CONSULTANT.
3.1.2. A preliminary schedule of Shop Drawing submissions; and
3.1.3. In a lump sum contract or in a contract which includes lump sum
bid items of Work, a preliminary sehedule of values for all of the
Work which will include quantities and prices of items aggregating
the Contract Price and will subdivide the Work into component
parts in sufficient detail to serve as the basis for progress payments
during construction. Such prices will include an appropriate amount
of overhead and profit applicable to each item of work which will be
confirmed in writing by CONTRACTOR at the time of submission.
[X] Such prices shall be broken down to show labor, equipment. materials
and overhead and profit.
3.1.4. After award but prior to the submission of the progress schedule,
CONSULTANT, Contract Administrator and CONTRACTOR shall
meet with all utility owners and secure from them a schedule of
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
58
utility relocation, provided, however, neither CONSULTANT nor
CITY shall be responsible for the nonperformance by the utility
owners.
3.2. At a time specified by CONSULTANT but before CONTRACTOR starts
the work at the Project site, a conference attended by CONTRACTOR,
CONSULTANT and others as deemed appropriate by Contract
Administrator, will be held to discuss the schedules referred to in Section
3.1, to discuss procedures for handling Shop Drawings and other
submittals and for processing Applications for Payment, and to establish a
working understanding among the parties as to the Work.
3.3. Within thirty-five (35) days from the Project Initiation Date set forth in the
Notice to Proceed, a conference attended by CONTRACTOR,
CONSULTANT and others, as appropriate, will be held to finalize the
schedules submitted in accordance with Section 3.1. Within forty-five (45)
days after the Project Initiation Date set forth in the Notice to Proceed, the
CONTRACTOR shall revise the original schedule submittal to address all
review comments from the CPM review conference and resubmit for
CONSULTANT review. The finalized progress schedule will be accepted
by CONSULTANT only as providing an orderly progression of the Work to
completion within the Contract Time, but such acceptance shall not
constitute acceptance by CITY or CONSULTANT of the means or
methods of construction or of the sequencing or scheduling of the Work,
and such acceptance will neither impose on CONSULTANT or CITY
responsibility for the progress or scheduling of the Work nor relieve
CONTRACTOR from full responsibility therefor. The finalized schedule of
Shop Drawing submissions must be acceptable to CONSULTANT as
providing a workable arrangement for processing the submissions. The
finalized schedule of values pursuant to Section 3.1.3 above must be
acceptable to CONSULTANT as to form and substance.
4. Performance Bond and Pavment Bond:
Within fifteen (15) calendar days of being notified of the award, CONTRACTOR
shall furnish a Performance Bond and a Payment Bond containing all the
provisions of the Performance Bond and Payment Bond attached hereto as
forms 00710 and 00720.
BID NO: 36-00/01
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4.1. Each Bond shall be in the amount of one hundred percent (100%) of the
Contract Price guaranteeing to CITY the completion and performance of
the work covered in such Contract as well as full payment of all suppliers,
laborers, or subcontractors employed pursuant to this Project. Each Bond
shall be with a surety company which is qualified pursuant to Article 5.
4.2. Each Bond shall continue in effect for one year after Final Completion and
acceptance of the work with liability equal to one hundred percent (100%)
of the Contract sum, or an additional bond shall be conditioned that
CONTRACTOR will, upon notification by CITY, correct any defective or
faulty work or materials which appear within one year after Final
Completion of the Contract.
4.3. Pursuant to the requirements of Section 255.05(1 )(a), Florida Statutes, as
may be amended from time to time, CONTRACTOR shall ensure that the
bond(s) referenced above shall. be recorded in the public records of
Miami-Dade County and provide CITY with evidence of such recording.
4.4. Alternate Form of Securitv:
In lieu of a Performance Bond and a Payment Bond, CONTRACTOR may
furnish alternate forms of security which may be in the form of cash,
money order, certified check. cashier's check or unconditional letter of
credit in the form attached hereto as Form 00735. Such alternate forms of
security shall be subject to the prior approval of CITY and 'for same
purpose and shall be subject to the same conditions as those applicable
above and shall be held by CITY for one year after completion and
acceptance of the Work.
5. Qualification of Suretv:
5.1. Bid Bonds, Performance Bonds and Payment Bonds over Rve Hundred
Thousand Dollars ($500,000.00):
5.1.1. Each bond must be executed by a surety company of recognized
standing, authorized to do business in the State of Florida as
surety, having a resident agent in the State of Florida and having
been in business with a record of successful continuous operation
for at least five (5) years.
5.1.2. The surety company shall hold a current certificate of authority as
acceptable surety on federal bonds in accordance with United
States Department of Treasury Circular 570, Current Revisions. If
the amount of the Bond exceeds the underwriting limitation set forth
in the circular, in order to qualify, the net retention of the surety
BID NO: 36-00/01
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CITY OF MIAMI BEACH
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company shall not exceed the underwriting limitation in the circular,
and the excess risks must be protected by coinsurance,
reinsurance, or other methods in accordance with Treasury Circular
297, revised September 1, 1978 (31 DFR Section 223.10, Section
223.111). Further, the surety company shall provide CITY with
evidence satisfactory to CITY, that such excess risk has been
protected in an acceptable manner.
5.1.3. The CITY will accept a surety bond from a company with a rating of
B+ or better for bonds up to $2 million, provided, however, that if
any surety company appears on the watch list that is published
quarterly by Intercom of the Office of the Florida Insurance
Commissioner, the CITY shall review and either accept or reject the
surety company based on the financial information available to the
CITY. A surety company that is rejected by the CITY may be
substituted by the -Bidder or proposer with a surety company
acceptable to the CITY, only if the bid amount does not increase.
The following sets forth, in general, the acceptable parameters for
bonds:
Policy- Financial
holder's Size
Amount of Bond RatinQs Cateaorv
500,001 to 1,000,000 B+ Class I
1,000,001 to 2,000,000 B+ Class II
2,000,001 to 5,000,000 A Class III
5,000,001 to 10,000,000 A Class IV
10,000,001 to 25,000,000 A Class V
25,000,001 to 50,000,000 A Class VI
50,000,001 or more A Class VII
5.2. For projects of $500,000.00 or less, CITY may accept a Bid Bond,
Performance Bond and Payment Bond from a surety company which has
twice the minimum surplus and capital required by the Florida Insurance
Code at the time the invitation to bid is issued, if the surety company is
otherwise in compliance with the provisions of the Florida Insurance Code,
and if the surety company holds a currently valid certificate of authority
issued by the United States Department of the Treasury under Section
9304 to 9308 of Title 31 of the United States Code, as may be amended
from time to time. The Certificate and Affidavit so certifying (Form 00722)
should be submitted with the Bid Bond and also with the Performance
Bond and Payment Bond.
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5.3. More stringent requirements of any grantor agency are set forth within the
Supplemental Conditions. If there are no more stringent requirements, the
provisions ofthis section shall apply.
6. Indemnificatiort
6.1 CONTRACTOR shall indemnify and hold harmless CITY, its officers,
agents, directors, and employees, from liabilities, damages, losses, and
costs, including, but not limited to reasonable attorney's fees, to the extent
caused by the negligence, recklessness or intentional wrongful
misconduct of CONTRACTOR and persons employed or utilized by
CONTRACTOR in the performance of this Agreement. Except as
specifically provided herein, this Agreement does not require
CONTRACTOR to indemnify CITY, its employees, officers, directors, or
agents from any liability, damage, loss, claim, action, or proceeding.
These indemnifications shall survive the term of this Agreement. In the
event that any action or proceeding is brought against CITY by reason of
any such claim or demand, CONTRACTOR shall, upon written notice from
CITY, resist and defend such action or proceeding by counsel satisfactory
to CITY.
6.2 The indemnification provided above shall obligate CONTRACTOR to
defend at its own expense to and through appellate. supplemental or.
bankruptcy proceeding, or to provide for such defense, at CITY's option,
any and all claims of liability and all suits and actions of every name and
description covered by Section 6.1 above which may be brought against
CITY whether performed by CONTRACTOR, or persons employed or
utilized by CONTRACTOR.
7. Insurance ~eauirements:
7.1. Without limiting any of the other obligations or liabilities of
CONTRACTOR, CONTRACTOR shall provide, pay for, and maintain in
force until all of its work to be performed under this Contract has been
completed and accepted by CITY (or for such duration as is otherwise
specified hereinafter), the insurance coverages set forth herein.
7.1.1. Workers' Compensation insurance to apply for all employees in
compliance with the 'Workers' Compensation Law" of the State of
Florida and all applicable federal laws. In addition, the policy(ies)
must include:
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7.1.1.1. Employers' Liability included with Workers Compo
7.1.1.2. If any operations are to be undertaken on or about
navigable waters, coverage must be included for the U.S.
Longshoremen & Harbor Workers Act and Jones Act.
7.1.2.9,c>,~g~e~~~~Iy~,Q~!1~Eal"H~~~,lity with minimum limits of III
1I1'llgJliI'illl.~Q'IIIQm;g~ per occurrence, combined single
limit for Bodily Injury Liability and Property Damage Liability.
Coverage must be afforded on a form no more restrictive than the
latest edition of the Comprehensive General Liability policy, without
restrictive endorsements, as filed by the Insurance Services Office,
and must include:
[X] 7.1.2.1. Premises and/or Operations.
[X] 7.1.2.2. Independent Contractors.
[X] 7.1.2.3. Products and/or Completed Operations for contracts
over Fifty Thousand Dollars ($50,000.00)
CONTRACTOR shall maintain in force until at least
three years after completion of all work required under
the Contract, coverage for Products and Completed
Operations, including Broad Form Property Damage.
[X] 7.1.2.4. Explosion, Collapse and Underground Coverages.
[X] 7.1.2.5. Broad Form Property Damage.
[X] 7.1.2.6. Broad Form Contractual Coverage applicable to this
specific Contract, including any hold harmless and/or
indemnification agreement.
[ ] 7.1.2.7. Personal Injury Coverage with Employee and
Contractual Exclusions removed, with minimum limits of
coverage equal to those required for Bodily Injury
Liability and Property Damage Liability.
[X] 7.1.2.8. CITY is b be expressly included as an Additional
Insured with respect to liability arising out of operations
performed for CITY by or on behalf of CONTRACTOR
or acts or omissions of CONTRACTOR in connection
with general supervision of such operation.
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7.1.3'13~~i~~~~ ~~to~o,bil~Liability with minimum limits of 1J1J.'11
qpJli~iit.llg~Jgq~)iUjJ per occurrence, combined single limit for
Bodily Injury Liability and Property Damage. Liability. Coverage
must be afforded on a form no more restrictive than the latest
edition of the Business Automobile Liability policy, without
restrictive endorsements, as filed by the Insurance Services Office,
and must include:
7.1.3.1.
7.1.3.2.
Owned Vehicles.
Hired and Non-Owned Vehicles.
7.1.3.3.
Employers' Non-Ownership. (Not Applicable to this bid)
[ ] 7.1.4. Builders Risk insurance for the construction of and/or addition to
aboveground buildings or structures is/is not required. The
coverage shall be "All Risk" coverage for 100 percent of the
completed value, covering CITY as a named insured, with a
deductible of. not more than Five Thousand Dollars ($5,000.00)
each claim. .
7.1.4.1. Waiver of Occupancy Clause or Warranty-Policy must
be specifically endorsed to eliminate any "OccupanCy
Clause" or similar warranty or representation that the
building(s), addition(s) or structure(s) in the course of
construction shall not be occupied without specific
endorsement of the policy. The Policy must be
endorsed to provide that the Builders Risk coverage
will continue to apply until final acceptance of the
building(s), addition(s) or structure(s) by CITY.
. [] 7.1.4.2. . Flood Insurance-When the buildings or structures are
located within an identified special flood hazard area,
flood insurance must be afforded for the lesser of the
total insurable value of such buildings or structures, or,
the maximum. amount of flood insurance coverage
available under the National Flood Program.
[] 7.1.5. Installation Floater for the installation of machinery and/or
equipment into an existing structure is/is not required. The
coverage shall be "All Risk" coverage including installation and
transit for 100 percent of the "installed replacement cost value,"
covering CITY as a named insured, with a deductible of not more
than Five Thousand Dollars ($5,000.00) each claim.
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7.1.5.1.
Cessation of Insurance--Coverage is not to cease and
is to remain in force (subject to cancellation notice) until
final acceptance by CITY.
7.1.5.2.
Flood Insurance--When the machinery or equipment is
located within an identified special flood hazard area,
flood insurance must be afforded for the lesser of the
total insurable value of such buildings or structure, or,
the maximum amount of flood insurance coverage
available under the National Flood Program.
7;2. If the initial insurance expires prior to the completion of the work, renewal
copies of policies shall be furnished at least thirty (30) days prior to the
date of their expiration.
7.3. Notice of Cancellation and/or' Restriction-The policy(ies) must be
endorsed to provide CITY with 'at least thirty (30) days notice of
cancellation and/or restriction.
7.4. CONTRACTOR shall furnish to the City's Risk Manager Certificates of
Insurance or endorsements evidencing the insurance coverage specified
above within fifteen (15) calendar days after notification of award of the
Contract. The required Certificates of Insurance shall name the types of
policies provided, refer specifically to this Contract, and state that such
insurance is as required by this Contract. The Certificate of 'Insurance
shall be in form similar to and contain the information set forth in Form
00708.
7.5. The official title of the Owner is the City of Miami Beach, Florida. This
official title shall be used in all insurance documentation.
8. Labor and Materials:
8.1. Unless otherwise provided herein, CONTRACTOR shall provide and pay
for all materials, labor, water, tools, equipment, light, power, transportation
and other facilities and services necessary for the proper execution and
completion of the Work, whether temporary or permanent and whether or
not incorporated or to be incorporated in the Work.
8.2. CONTRACTOR shall at all times enforce strict discipline and good order
among its employees and subcontractors at the Project site and shall not
employ on the Project any unfit person or anyone not skilled in the work to
which they are assigned.
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9. Rovalties and Patents:
All fees, royalties, and claims for any invention, or pretended inventions, or
patent of any article, material, arrangement, appliance, or method that may be
used upon or in any manner be connected with the construction of the Work or
appurtenances, are hereby included in the prices stipulated in this Contract for
said work.
. 10. Weather:
Extensions to the Contract Time for delays caused by the effects of inclement
weather shall be submitted as a request for a change in the Contract Time
pursuant to Article 40. These time extensions are justified only when rains or
other inclement weather conditions or related adverse soil conditions prevent
CONTRACTOR from productively' performing controlling items of work identified
on the accepted schedule or updates resulting in:
(1) CONTRACTOR being unable to work at least fifty percent (50%) of the
normal workday on controlling items of work identified on the accepted
schedule or updates due to adverse weather conditions; or
(2) CONTRACTOR must make major repairs to the Work damaged by
weather. Providing the damage was not attributable to a failure to perform
or neglect by CONTRACTOR, and providing that CONTRACTOR was
unable to work at least fifty percent (50%) of the normal workday on
controlling items of work identified on the accepted schedule or updates.
11. Permits. Licenses and Imoact Fees:
11.1. Except as otherwise provided within the Supplemental Conditions, all
permits and licenses required by federal, state or local laws, rules and
regulations necessary for the prosecution of the Work undertaken by
CONTRACTOR pursuant to this Contract shalf be secured and paid for by
CONTRACTOR. It is CONTRACTOR's responsibility to have and maintain
appropriate Certificate(s) of Competency, valid for the Work to be
performed and valid for the jurisdiction in which the Work is to be
performed for all persons working on the Project for whom a Certificate of
Competency is required.
11.2. Impact fees levied by the City and/or Miami-Dade County shall be paid by
CONTRACTOR. CONTRACTOR shall be reimbursed only for the actual
amount of the impact fee levied by the municipality as evidenced by an
invoice or other acceptable documentation issued by the municipality.
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Reimbursement to CONTRACTOR in no event shall include profit or
overhead of CONTRACTOR.
12. Resolution of Disoutes:
12.1 To prevent all disputes and litigation, it is agreed by the parties hereto that
CONSULTANT shall decide all questions, claims, difficulties and disputes
of whatever nature which may arise relative to the technical interpretation
of the Contract Documents and fulfillment of this Contract as to the
character, quality, amount and value of any work done and materials
furnished, or proposed to be done or furnished under or, by reason of, the
Contract Documents and CONSULTANT's estimates and decisions upon
all claims, questions, difficulties and disputes shall be final and binding to
the extent provided in Section 12.2. Any claim, question, difficulty or
dispute which cannot be resolved by mutual agreement of CITY and
CONTRACTOR shall be submitted to CONSULTANT in writing within
twenty-one (21) calendar days. Unless a different period of time is set
forth herein, CONSULTANT shall notify CITY and CONTRACTOR in
writing of CONSULTANT's decision within twenty-one (21) calendar days
from the date of the submission of the claim, question, difficulty or dispute,
unless CONSULTANT requires additional time to gather information or
allow the parties to provide additional information. All nontechnical
administrative disputes shall be determined by the Contract Administrator.
pursuant to the time periods provided herein. During the pendency of any
dispute and after a determination thereof, CONTRACTOR, CONSULTANT
and CITY shall act in good faith to mitigate any potential damages
including utilization of construction schedule changes and alternate means
of construction.
12.2 In the event the determination of a dispute under this Article is
unacceptable to either party hereto, the party objecting to the
determination must notify the other party in writing within ten (10) days of
receipt of the written determination. The notice must state the basis of the
. objection and must be accompanied by a statement that any Contract
. Price adjustment claimed is the entire adjustment to which the objecting
party has reason to believe it is entitled to as a result of the determination.
Within sixty (60) days after Final Completion of the Work, the parties shall
participate in mediation to address all objections to any determinations
hereunder and to attempt to prevent litigation. The mediator shall be
mutually agreed upon by the parties. Should any objection not be
resolved in mediation, the parties retain all their legal rights and remedies
provided under State law. A party objecting to a determination specifically
waives all of its rights provided hereunder, including its rights and
remedies under State law, if said party fails to comply in strict accordance
with the requirements of this Article.
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13. Insoection of Work:
13.1. CONSULTANT and CITY shall at all times have access to the Work, and
CONTRACTOR shall provide proper facilities for such access and for
inspecting, measuring and testing.
13.1.1. Should the Contract Documents, CONSULTANT's instructions,
any laws, ordinances, or any public authority require any of the
Work to be specially tested or approved, CONTRACTOR shall
give CONSULTANT timely notice of readiness of the Work for
testing. If the testing or approval is to be made by an authority
other than CITY, timely notice shall be given of the date fixed
for such testing. Testing shall be made promptly, and, where
practicable, at the source of supply. If any of the Work should
be covered up without approval or consent of CONSULTANT, it
must, if required by CONSULTANT, be uncovered for
examination and properly restored at CONTRACTOR's
expense.
13.1.2. Reexamination of any of the Work may be ordered by
CONSULTANT with prior written approval by the Contract
Administrator, and if so ordered, the Work must be uncovered
by CONTRACTOR. If such Work is found to be in accordance
with the Contract Documents, CITY shall pay the cost of
reexamination and replacement by means of a Change Order.
If such Work is not in accordance with the Contract Documents,
CONTRACTOR shall pay such cost.
13.2. Inspecters shall have no authority to permit deviations from, nor to relax
any of the provisions of, the Contract Documents nor to delay the Contract
by failure to inspect the materials and work with reasonable promptness
without the written permission or instruction of CONSULTANT.
13.3. The payment of any compensation, whatever may be its character or form,
or the giving of any gratuity or the granting of any favor by CONTRACTOR
to any inspector, directly or indirectly, is strictly prohibited, and any such
act on the part of CONTRACTOR will constitute a breach of this Contract.
14. Suoerintendence and Suoervision:
14.1. The orders of CITY are to be given through CONSULTANT, which
instructions are to be strictly and promptly followed in every case.
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CONTRACTOR shall keep on the Project during its progress, a full-time
competent English speaking superintendent and any necessary
assistants, all satisfactory to CONSULTANT. The superintendent shall not
be changed except with the written consent of CONSULTANT, unless the
superintendent proves to be unsatisfactory to CONTRACTOR and ceases
to be in its employ. The superintendent shall represent CONTRACTOR
and all directions given to the superintendent shall be as binding as if
given to. CONTRACTOR and will be confirmed in writing by
CONSULTANT upon the written request of CONTRACTOR.
CONTRACTOR shall give efficient supervision to the Work, using its best
skill and attention.
14.2. Daily, CONTRACTOR's superintendent shall record, at a minimum, the
following' information in a bound log: the day; date; weather conditions
and how any weather condition affected progress of the Work; time of
commencement of work for the day; the work being performed; materials,
labor, personnel, equipment and subcontractors at the Project site; visitors
to the Project site. including representatives of , CONSULTANT,
regulatory representatives; any special or unusual conditions or
occurrences encountered; and the time of termination of work for the day.
All information shall be recorded in the daily log in ink. The daily log shall
be kept on the Project site and shall be available at all times for inspection
and copying by CITY and CONSULTANT.
14.3. The Contract Administrator, CONTRACTOR and CONSULTANT shall
meet at least weekly or as determined by the Contract Administrator,
during the course of the Work to review and agree upon the work
performed to date and to establish the controlling items of work for the
next two weeks. The CONSULTANT shall publish, keep, and distribute
minutes and any comments thereto of each such meeting.
14.4. If CONTRACTOR, in the course of prosecuting the Work, finds any
discrepancy between the Contract Documents and the physical conditions
of the locality, or any errors, omissions, or discrepancies in the Project
Manual, it shall be CONTRACTOR's duty to Immediately inform
CONSULTANT, in writing, and CONSULTANT will promptly review the
same. Any work done after such discovery, until authorized, will be done
at CONTRACTOR's sole risk.
14.5. CONTRACTOR shall supervise and direct the Work competently and
efficiently, devoting such attention thereto and applying such skills and
expertise as may be necessary to perform the Work in accordance with
the Contract Documents. CONTRACTOR shall be solely responsible for
the means, methods, techniques, sequences and procedures of
construction.
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15. CITY's Riaht to Terminate Contract
15.1. If CONTRACTOR fails to begin the Work within fifteen (15) calendar days
after the Project Initiation Date, or fails to perform the Work with sufficient
workers and equipment or with sufficient materials to insure the prompt
completion of the Work, or shall perform the Work unsuitably, or cause it
to be rejected as defective and unsuitable, or shall discontinue the
prosecution of the Work pursuant to the accepted schedule or if
CONTRACTOR shall fail to perform any material term set forth in the
Contract Documents or if CONTRACTOR shall become insolvent or be
declared bankrupt, or commit any act of bankruptcy or insolvency, or shall
make an assignment for the benefit of creditors, or from any other cause
whatsoever shall not carry on the Work in an acceptable manner, Contract
Administrator may give notice in writing to CONTRACTOR and its Surety
of such delay, neglect or default, specifying the same. If CONTRACTOR,
within a period of five (5) calendar days after such notice, shall not
proceed in accordance therewith, then CITY may upon written certificate
from CONSULTANT of the fact of such .delay, neglect or default and
CONTRACTOR's failure to comply with such notice,' terminate the
services of CONTRACTOR, exclude CONTRACTOR from the Project site
and take the prosecution of the Work out of the hands of CONTRACTOR,
and appropriate or use any or all materials and equipment on the Project
site as may be suitable and acceptable. In such case, CONTRACTOR
shall not be entitled to receive any further payment until the Project is
completed. In addition CITY may enter into an agreement for the
completion of the Project according to the terms and provisions of the
Contract Documents, or use such other methods as in CITY's sole opinion
shall be required for the completion of the Project according to the terms
and provisions of the Contract Documents, or use such other methods as
in CITY's sole opinion shall be required for the completion of the Project in
an acceptable manner. All damages, costs and charges incurred by CITY,
together with the costs of completing the Project, shall be deducted from
any monies due or which may become due to CONTRACTOR. In case
the damages and expenses so incurred by CITY shall exceed the unpaid
balance, then CONTRACTOR shall be liable and shall pay to CITY the
amount of said excess.
15.2. If after notice of termination of CONTRACTOR's right to proceed, it is
determined for any reason that CONTRACTOR was not in default, the
rights and obligations of CITY and CONTRACTOR shall be the same as if
the notice of termination had been issued pursuant to the Termination for
Convenience clause as set forth in Section 15.3 below.
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15.3. This Contract may be terminated for convenience in writing by CITY upon
ten (10) days written notice to CONTRACTOR (delivered by certified mail,
return receipt requested) of intent to terminate and the date on which such
termination becomes effective. In such case, CONTRACTOR shall be
paid for all work executed and expenses incurred prior to termination in
addition to termination settlement costs reasonably incurred by
CONTRACTOR relating to commitments which had become firm prior to
the termination. Payment shall include reasonable profit for work/services
satisfactorily performed. No payment shall be made for profit for
work/services which have not been performed.
15.4. . Upon receipt of Notice of Termination pursuant to Sections 15.1 or 15.3
above, CONTRACTOR shall promptly discontinue all affected work unless
the Notice of Termination directs otherwise and. deliver or otherwise make
available to CITY all data, drawings, specifications, reports, estimates,
summaries and such other information as may have been required by the
Contract Documents whether completed or in process.
16. CONTRACTOR's Riaht to Stoo Work or Terminate Contract:
Should CONSULTANT fail to review and approve or state in writing reasons for
nonapproval of any Application for Payment within twenty (20) days after it is
presented, or if CITY fails either to pay CONTRACTOR within thirty (30) days
after presentation by CONSULTANT of any sum certified by CONSULTANT, or
to notify CONTRACTOR and CONSULTANT in writing of any objection to the
Application for Payment, then CONTRACTOR may, give written notice to CITY
and CONSULTANT of such delay, neglect or default, specifying the same. If
CITY or CONSULTANT (where applicable), within a period of ten (10) calendar
days after such notice shall not remedy the delay, neglect, or default upon which
the notice is based, then CONTRACTOR may stop work or terminate this
Contract and recover from CITY payment for all work executed and reasonable
expenses sustained therein plus reasonable termination expenses. Any
objection made by CITY to an Application for Payment shall be submitted to
CONSULTANT in accordance with the provisions of Article 12 hereof.
17. Assionment
Neither party hereto shall assign the Contract or any subcontract in whole or in
part without the written consent of the other, nor shall CONTRACTOR assign any
monies due or to become due to it hereunder, without the previous written
consent of the Mayor and City Commission.
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18. Riahts of Various Interests:
Whenever work being done by CITY's forces or by other contractors is
contiguous to or within the limits of work covered by this Contract, the respective
rights of the various interests involved shall be established by the Contract
Administrator to secure the completion of the various portions of the work in
general harmony.
19. Differina Site Conditions:
In the event that during the course of the Work CONTRACTOR encounters
subsurface or concealed conditions at the Project site which differ materially from
those shown on the Contract Documents and from those ordinarily encountered
and generally recognized as inherent in work of the character called for in the
Contract Documents; or unknown physical conditions of the Project site, of an
unusual nature, which differ materially from that ordinarily encountered and
generally recognized as inherent in work of the character called for in the
Contract Documents, CONTRACTOR, without disturbing the conditions and
before performing any work affected by such conditions, shall, within twenty-four
(24) hours of their discovery, notify CITY and CONSULTANT in writing of the
existence of the aforesaid conditions. CONSULTANT and CITY shall, within two
~2) business days after receipt of CONTRACTOR's written notice, investigate the,
site conditions identified by CONTRACTOR. If, in the sole opinion of
CONSULTANT, the conditions do materially so differ and cause an increase or
decrease in CONTRACTOR's cost of, or the time required for, the performance
of any part of the Work, whether or not charged as a result of the conditions,
CONSULTANT shall recommend an equitable adjustment to the Contract Price,
or the Contract Time, or both. If CITY and CONTRACTOR cannot agree on an
adjustment in the Contract Price or Contract Time, the adjustment shall be
referred to CONSULTANT for determination in accordance with the provisions of
Article 12. Should CONSULTANT determine that the conditions of the Project
site are not so materially different to justify a change in the terms of the Contract,
CONSULTANT shall so notify CITY and CONTRACTOR in writing, stating the
reasons, and such determination shall be final and binding upon the parties
hereto.
No request by CONTRACTOR for an equitable adjustment to the Contract under
this provision shall be allowed unless CONTRACTOR has given written notice in
strict accordance with the provisions of this Article.
No request for an equitable adjustment or change to the Contract Price or
Contract Time for differing site conditions shall be allowed if made after the date
certified by CONSULTANT as the date of substantial completion.
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20. Plans and Workina DrawinQs:
CITY, through CONSULTANT, shall have the right to modify the details of the
plans and specifications, to supplement the plans and specifications with
additional plans, drawings or additional information as the Work proceeds, all of
which shall be considered as part of the Project Manual. In case of
disagreement between the written and graphic portions of the Project Manual,
the written portion shall govem.
21. CONTRACTOR to Check Plans. Soecifications and Data
CONTRACTOR shall verify all dimensions, quantities and details shown on the
plans, specifications or other data received from CONSULTANT, and shall notify
CONSULTANT of all errors, omissions and discrepancies found therein within
three (3) calendar days of discovery. CONTRACTOR will not be allowed to take
advantage of any error, omission or discrepancy, as full instructions will be
furnished by CONSULTANT. CONTRACTOR shall not be liable for damages
resulting from errors, omissions or discrepancies in the Contract Documents
unless CONTRACTOR recognized such error, omission or discrepancy and
knowingly failed to report it to CONSULTANT.
22. CONTRACTOR's Resoonsibilitv for Damaaes and Accidents:
22.1. CONTRACTOR shall accept full responsibility for the Work against all loss
or damage of whatsoever nature sustained until final acceptance by CITY,
and shall promptly repair any damage done from any cause whatsoever,
except as provided in Article 29.
22.2. CONTRACTOR shall be responsible for all materials, equipment and
supplies pertaining to the Project. In the event any such materials,
equipment and supplies are lost, stolen, damaged or destroyed prior to
final aCGeptance by CITY, CONTRACTOR shall replace same without cost
to CITY, except as provided in Article 29.
23. WarrantY.
CONTRACTOR warrants to CITY that all materials and equipment furnished
under this Contract will be new unless otherwise specified and that all of the
Work will be of good quality, free from faults and defects and in conformance with
the Contract Documents. All work not conforming to these requirements,
including substitutions not properly approved and authorized, may be considered
defective. If required by CONSULTANT, CONTRACTOR shall furnish
satisfactory evidence as to the kind and quality of materials and equipment. This
warranty is not limited by the provisions of Article 25 herein.
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24. Suoolementarv Drawinos:
24.1. When, in the opinion of CONSULTANT, it becomes -necessary to explain
the Work to be done more fully, or to illustrate the Work further, or to show
any changes which may be required, supplementary drawings, with
specifications pertaining thereto, will be prepared by CONSULTANT.
24.2. The supplementary drawings shall be binding upon CONTRACTOR with
the same force as the Project Manual. Where such supplementary
drawings require either less or more than the original quantities of work,
appropriate adjustments shall be made by Change Order. .
25. Defective Work:
25.1. CONSULTANT shall have the authority to reject or disapprove work which
CONSULTANT finds to be defective. If required by CONSULTANT,
CONTRACTOR shall promptly either correct all defective work or remove
such defective work and replace it with nondefective work.
CONTRACTOR shall bear all direct, indirect and consequential costs of
such removal or corrections including cost of testing laboratories and
personnel.
25.2. Should CONTRACTOR fail or refuse to remove or correct any defective
work or to make any necessary repairs in accordance with the
requirements of the Contract Documents within the time indicated in
writing by CONSULTANT, CITY shall have the authority to cause the
defective work to be removed or corrected, or make such repairs as may
be necessary at CONTRACTOR's expense. Any expense incurred by
CITY in making such removals, corrections or repairs, shall be paid for out
of any monies due or which may become due to CONTRACTOR, or may
be charged against the Performance Bond. In the event of failure of
CONTRACTOR to make all necessary repairs promptly and fully, CITY
may declare CONTRACTOR in default.
25.3. If, within one (1) year after the date of substantial completion or such
longer period of time as may be prescribed by the terms of any applicable
special warranty required by the Contract Documents, or by any specific
provision of the Contract Documents, any of the Work is found to be
defective or not in accordance with the Contract Documents,
CONTRACTOR, after receipt of written notice from CITY, shall promptly
correct such defective or nonconforming Work within the time specified by
CITY without cost to CITY, to do so. Nothing contained herein shall be
construed to establish a period of limitation with respect to any other
obligation which CONTRACTOR might have under the Contract
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Documents including but not limited to, Article 23 hereof and any claim
regarding latent defects.
25.4. Failure to reject any defective work. or material shall not in any way
prevent later rejection when such defect is discovered, or obligate CITY to
final acceptance.
26. Taxes:
CONTRACTOR shall pay all applicable sales, consumer, use and other
taxes required by law. CONTRACTOR is responsible for reviewing the
pertinent state statutes involving state taxes and complying with all
requirements.
27. Subcontracts:
27.1. CONTRACTOR shall not employ any subcontractor against whom CITY or
CONSULTANT may have a reasonable objection. CONTRACTOR shall
not be required to employ any subcontractor against whom
CONTRACTOR has a reasonable objection.
27.2. CONTRACTOR shall be fully responsible for all acts and omissions of its
subcontractors and of persons directly or indirectly employed by its
subcontractors and of persons for whose acts any of them may be liable to
the same extent that CONTRACTOR is responsible for the' acts and
omissions of persons directly employed by it. Nothing in the Contract
Documents shall create any contractual relationship between any
subcontractor and CITY or any obligation on the part of CITY to payor to
see the payment of any monies due any subcontractor. CITY or
CONSULTANT may furnish to any subcontractor evidence of amounts
paid to CONTRACTOR on account of specific work performed.
27.3. CONTRACTOR agrees to bind specifically every subcontractor to the
applicable terms and conditions of the Contract Documents for the benefit
of CITY.
[] 27.4. CONTRACTOR shall perform the Work with its own organization,
amounting to not less than percent of the Contract
Price.
28. Seoarate Contracts:
28.1. CITY reserves the right to let other contracts in connection with this
Project. CONTRACTOR shall afford other persons reasonable opportunity
for the introduction and storage of their materials and the execution of
their work and shall properly connect and coordinate this Work with theirs.
28.2. If any part of CONTRACTOR's Work depends for proper execution
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7S
or results upon the work of any other persons, CONTRACTOR shall
inspect and promptly report to CONSULTANT any defects in such work
that render it unsuitable for such proper execution and results.
CONTRACTOR's failure to so inspect and report shall constitute an
acceptance of the other person's work as fit and proper for the reception of
CONTRACTOR's Work, except as to defects which may develop in other
contractor's work after the execution of CONTRACTOR's.
28.3. CONTRACTOR shall conduct its operations and take all reasonable steps
to coordinate the prosecution of the Work so as to create no interference
or impact on any other contractor on the site. Should such interference or
. impact occur, CONTRACTOR shall be liable to the affected contractor for
the cost of such interference or impact.
28.4. To insure the proper execution of subsequent work, CONTRACTOR shall
inspect the work already in place and shall at once report to
CONSULTANT any discrepancy between the executed work and the
requirements of the Contract Documents.
29. Use of Com Dieted Portions:
29.1. CITY shall have the right at its sole option to take possession of and use
any completed or partially completed portions of the Project. Such
possession and use shall not be deemed an acceptance of any of the
Work not completed in accordance with the Contract Documents. If such
possession and use increases the cost of or delays the Work,
CONTRACTOR shall be entitled to reasonable extra compensation, or
reasonable extension of time or both, as recommended by CONSULTANT
and approved by CITY.
29.2. In the event CITY takes possession of any completed or partially
completed portions of the Project, the following shall occur:
29.2.1. CITY shall give notice to CONTRACTOR in writing at least
thirty (30) calendar days prior to CITY's intended occupancy of
a designated area.
29.2.2, CONTRACTOR shall complete to the point of Substantial
Completion the designated area and request inspection and
issuance of a Certificate- of Substantial Completion in the form
attached hereto as 00925 from CONSULTANT. 29.2.3. Upon
CONSULTANT's issuance of a Certificate of Substantial
Completion, CITY will assume full responsibility for
maintenance, utilities, subsequent damages of CITY and
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76
public, adjustment of insurance coverages and start of warranty
for the occupied area.
29.2.4. CONTRACTOR shall complete all items noted on the
Certificate of Substantial Completion within the time specified
by CONSULTANT on the Certificate of Substantial Completion,
as soon as possible and request final inspection and final
acceptance of the portion of the Work occupied. Upon
completion of final inspection and receipt of an application for
final payment, CONSULTANT shall issue a Final Certificate of
Payment relative to the occupied area.
29.2.5. If CITY finds it necessary to occupy or use a portion or portions
of the Work prior to Substantial Completion thereof, such
occupancy or use shall not commence prior to a time mutually
agreed upon by CITY and CONTRACTOR and to which the
insurance company or companies providing the property
insurance have consented by endorsement to the policy or
policies. Insurance on the unoccupied or unused portion or
portions shall not be canceled or lapsed on account of such
partial occupancy or use. Cotlsent of CONTRACTOR and of
the insurance company or companies to such occupancy or
use shall not be unreasonably withheld.
30. Lands for Work:
30.1. CITY shall provide, as may be indicated in the Contract Documents, the
lands upon which the Work is to be performed, rights-of-way and
easements for access thereto and such other lands as are designated by
CITY or the use of CONTRACTOR.
30.2. CONTRACTOR shall provide, at CONTRACTOR's own expense and
without liability to CITY, any additional land and access thereto that may
. be required for temporary construction facilities, or for storage of
materials. CONTRACTOR shall furnish to CITY copies of written
permission obtained by CONTRACTOR from the owners of such facilities.
31. Lecal Restrictions and Traffic Provisions:
CONTRACTOR shall conform to and obey all applicable laws, regulations, or
ordinances with regard to labor employed, hours of work and CONTRACTOR's
general operations. CONTRACTOR shall conduct its operations so as not to
close any thoroughfare, nor interfere in any way with traffic on railway, highways,
or water, without the prior written consent of the proper authorities.
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32. Location and Damaoe to Existino Facilities, Eauipment or Utilities:
32.1. As far as possible, all existing utility lines in the Project area have been
shown on the plans. However, CITY does not guarantee that aU lines are
shown, or that the ones indicated are in their true location. It shall be the
CONTRACTOR S responsibility to identify and locate all underground
and overhead utility lines or equipment affecting or affected by the Project.
No additional payment will be made to the CONTRACTOR because of
discrepancies in actual and plan location of utilities, and damages suffered
as a result thereof.
32.2. The CONTRACTOR shall notify each utility company involved at least ten
(10) days prior to the start of construction to arrange for positive
underground location, relocation or support of its utility where that utility
may be in conflict with or endangered by the proposed construction.
Relocation of water mains or other utilities for the convenience of the
CONTRACTOR shall be paid by the CONTRACTOR. All charges by utility
companies for temporary support of its utilities shall be paid for by the
CONTRACTOR. All costs of permanent utility relocation to avoid conflict
shall be the responsibility of the utility company involved. No additional
payment will be made to the CONTRACTOR for utility relocations,
whether or not said relocation is necessary to avoid conflict with other
lines.
32.3. The CONTRACTOR shall schedule the work in such a manner that the
work is not delayed by the utility providers relocating or supporting their
utilities, The CONTRACTOR shall coordinate its activities with any and all
public and private utility providers occupying the right-of-way. No
compensation will be paid to the CONTRACTOR for any loss of time or
delay.
32.4. All oveFhead, surface or underground structures and utilities encountered
are to be carefully protected from injury or displacement. All damage to
such structures is to be completely repaired within a reasonable time;
needless delay will not be tolerated. The CITY reserves the right to
remedy such damage by ordering outside parties to make such repairs at
the expense of the CONTRACTOR. All such repairs made by the
CONTRACTOR are to be made to the satisfaction of the utility owner. All
damaged utilities must be replaced or fully repaired. All repairs are to be
inspected by the utility owner prior to backfilling. .
33. Value EnoineerinQ:
CONTRACTOR may request substitution of materials, articles, pieces of
equipment or any changes that reduce the Contract Price by making such
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78
request to CONSULTANT in writing. CONSULTANT will be the sole judge of
acceptability, and no substitute will be ordered, installed, used or initiated without
CONSULTANT's prior written acceptance which will be evidenced by either a
Change Order or an approved Shop Drawing. However, any substitution
accepted by CONSULTANT shall not result in any increase in the Contract Price
or Contract Time. By making a request for substitution, CONTRACTOR agrees
to pay directly to CONSULTANT all CONSULTANT's fees and charges related to
CONSUL TANT'sreview of the request for substitution, whether or not the
request for substitution is accepted by CONSULTANT. Any substitution
submitted by CONTRACTOR must meet the form, fit, function and life cycle
criteria of the item proposed to be replaced and there must be a net dollar
savings including .cONSULTANT review fees and charges. If a substitution is
approved, the net dollar savings shall be shared equally between
CONTRACTOR and CITY and shall be processed as a deductive Change Order.
CITY may require CONTRACTOR to furnish at CONTRACTOR's expense a
special performance guarantee or other surety with respect to any substitute
approved after award of the Contract.
34. ContinuinQ the Work:
CONTRACTOR shall carry on the Work and adhere to the progress schedule
during all disputes or disagreements with CITY, including disputes or
disagreements concerning a request for a Change Order, a request for a chang"e
in the Contract Price or Contract Time. The Work shall not be delayed or
postponed pending resolution of any disputes or disagreements.
35. Chanaes in the Work or Terms of Contract Documents:
35.1. Without invalidating the Contract and without notice to any surety CITY
reserves and shall have the right, from time to time to make such
increases, decreases or other changes in the character or quantity of the
Work as may be considered necessary or desirable to complete fully and
aCceptably the proposed construction in a satisfactory manner. Any extra
or additional work within the scope of this Project must be accomplished
by means of appropriate Field Orders and Supplemental Instructions or
Change Orders.
35.2. Any changes to the terms of the Contract Documents must be contained
in a written document, executed by the parties hereto, with the same
formality and of equal dignity prior to the initiation of any work reflecting
such change. This section shall not prohibit the issuance of Change
Orders executed only by CITY as hereinafter provided.
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36. Field Orders and SuDDlementallnstructions:
36.1. The Contract Administrator, through CONSULTANT, shall have the right
to approve and issue Field Orders setting forth written interpretations of
the intent of the Contract Documents and ordering minor changes in Work
execution, providing the Field Order involves no change in the Contract
Price or the Contract Time.
36.2. CONSULTANT shall have the right to approve and issue Supplemental
Instructions setting forth written orders, instructions, or interpretations
concerning the Contract Documents or its performance, provided such
Supplemental Instructions involve no change in the Contract Price or the
Contract Time.
37. ChanQe Orders:
37.1. Changes in the quantity or character of the Work within the scope of the
Project which are not properly the subject of Field Orders or Supplemental
Instructions, including all changes resulting in changes in the Contract
Price, or the Contract Time, shall be authorized only by Change Orders
approved in advance and issued in accordance with the provisions of the
CITY.
37.2. All changes to construction contracts must be approved in advance in
accordance with the value of the Change Order or the calculated value of
the time extension. All Change Orders with a value of $25,000 ore more
shall be approved in advance by the Mayor and City Commission. All
Change Orders with a value of less than $25,000 shall be approved in
advance by the City Manager or his designee.
37.3. In the event satisfactory adjustment cannot be reached for any item
requiring a change in the Contract Price or Contract Time, and a Change
Order has not been issued, CITY reserves the right at its sole option to
either terminate the Contract as it applies to the items in question and
make such arrangements as may be deemed necessary to complete the
disputed work; or submit the matter in dispute to CONSULTANT as set
forth in Article 12 hereof. During the pendency of the dispute, and upon
receipt of a Change Order approved by CITY, CONTRACTOR shall
promptly proceed with the change in the Work involved and advise the
CONSULTANT and Contract Administrator in writing within seven (7)
calendar days of CONTRACTOR's agreement or disagreement with the
method, if any, provided in the Change Order for determining the
proposed adjustment in the Contract Price or Contract Time.
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37.4. On approval of any Contract change increasing the Contract Price,
CONTRACTOR shall ensure that the performance bond and payment
bond are increased so that each reflects the total Contract Price as
increased.
37.5. Under circumstances determined necessary by CITY, Change Orders may
be issued unilaterally by CITY.
38, Value of ChanQe Order Work:
38.1. The value of any work covered by a Change Order or of any claim for an
increase or decrease in the Contract Price shall be determined in one of
. the following ways:
38.1.1. Where the work involved is covered by unit prices contained in
the Contract Documents, by application of unit prices to the
quantities of items involved, subject to the provisions of Section
38.7.
38.1.2. By mutual acceptance of a lump sum which CONTRACTOR
and CITY acknowledge contains a component for overhead and
profit.
38.1.3. On the basis of the "cost of work," determined as provided in
Sections 38.2 and 38.3, plus a CONTRACTOR's fee for
overhead and profit which is determined as provided in Section
38.4.
38.2. The term "cost of work" means the sum of all direct costs necessarily
incurred and paid by CONTRACTOR in the proper performance of the
Work described in the Change Order. Except as otherwise may be
agreed to in writing by CITY, such costs shall be in amounts no higher
than those prevailing in the locality of the Project, shall include only the
following items and shall not include any of the costs itemized in Section
38.3,
38.2.1. Payroll costs for employees in the direct employ of
CONTRACTOR in the performance of the work described in the
Change Order under schedules of job classifications agreed
upon by CITY and CONTRACTOR. Payroll costs for employees
not employed full time on the work covered by the Change
Order shall be apportioned on the basis of their time spent on
the work. Payroll costs shall include, but not be limited to,
salaries and wages plus the cost of fringe benefits which shall
include social security contributions, unemployment, excise and
BID NO: 36-00/01 CITY OF MIAMI BEACH
DATE: 8/29/01 81
payroll taxes, workers' or workmen's compensation, health and
retirement benefits, bonuses, sick leave, vacation and holiday
pay application thereto. Such employees shall include
superintendents and foremen at the site. The expenses of
performing the work after regular working hours, on Sunday or
legal holidays, shall be included in the above to the extent
authorized by CITY.
38.2.2. Cost of all materials and equipment furnished and incorporated
in the work, including costs. of transportation and storage
thereof, and manufacturers' field services required in connection
therewith. All cash discounts shall accrue to CONTRACTOR
unless CITY deposits funds with CONTRACTOR witH which to
make payments, in which case the cash discounts shall accrue
to CITY.. All trade discounts, rebates and refunds, and all
returns from sale of surplus materials and equipment shall
accrue to CITY' and CONTRACTOR shall make provisions so
that they may be obtained. Rentals of all construction
equipment and machinery and the parts thereof whether rented
from CONTRACTOR or others in accordance with rental
agreements approved by .CITY with the advice of
CONSULTANT and the costs of transportation, loading,
unloading, installation, dismantling and removal thereof, all in,
accordance with the terms of said agreements. The rental of
any such equipment, machinery or parts shall cease when the
use thereof is no longer necessary for the work.
38.2.3. Payments made by CONTRACTOR to Subcontractors for work
performed by Subcontractors. If required by CITY,
CONTRACTOR shall obtain competitive bids from
Subcontractors acceptable to CONTRACTOR and shall deliver
such bids to CITY who will then determine, with the advice of
CONSULTANT, which bids will be accepted. If the Subcontract
provides that the Subcontractor is to be paid on the basis of cost
of the work plus a fee, the Subcontractor's cost of the work shall
be determined in the same manner as CONTRACTOR'S cost of
the work. All Subcontractors shall be subject to the other
provisions of the Contract Documents insofar as applicable.
38.2.4. Cost of special consultants, including, but not limited to,
engineers, architects, testing laboratories, and surveyors
employed for services specifically related to the performance of
the work described in the Change Order.
38.2.5. Supplemental costs including the following:
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DATE:~2~01 82
38.2,5.1. The proportion of necessary transportation, travel
and subsistence expenses of CONTRACTOR's
employees incurred in discharge of duties connected
with the work except for local travel to and from the
site of the work.
38.2.5.2. Cost, including transportation and maintenance, of all
materials, supplies, equipment, machinery,
appliances, office and temporary facilities at the site
and hand tools not owned by the workmen, which
are consumed in the performance of the work, and
cost less market value of such items used but not
consumed which remains the property of
CONTRACTOR.
38.2.5.3. Sales, use, or similar taxes related to the work, and
for which CONTRACTOR is liable, imposed by any
governmental authority.
38.2.5.4. Deposits lost for causes other than CONTRACTOR's
negligence; royalty payments and fees for permits
and licenses.
38.2.5.5. The cost of utilities, fuel and sanitary facilities at the
site.
38.2.5.6. Receipted minor expenses such as telegrams, long
distance telephone calls, telephone service at the
site, expressage and similar petty cash items in
connection with the work.
38.2.5.7. Cost of premiums for additional bonds and insurance
required because of changes in the work.
38.3. The term "cost of the work" shall not include any of the following:
38.3.1. Payroll costs and other compensation of CONTRACTOR's
officers, executives, principals (of partnership and sole
proprietorships), general managers, engineers, architects,
estimators, lawyers, auditors, accountants, purchasing and
contracting agents, expediters, timekeepers, clerks and other
personnel employed by CONTRACTOR whether at the site or in
its principal or a branch office for general administration of the
work and not specifically included in the agreed-upon schedule
BID NO: 36-00/01 CITY OF MIAMI BEACH
DATE: 8/29101 83
of job classifications referred to in Section 38.2.1., all of which
are to be considered administrative costs covered by
CONTRACTOR's fee.
38.3.2. Expenses of CONTRACTOR's principal and branch offices
other than CONTRACTOR's office at the site.
38.3.3. Any part of CONTRACTOR's capital expenses, including
interest on CONTRACTOR's capital employed for the work and
charges against CONTRACTOR for delinquent payments.
38.3,4. Cost of premiums for all Bonds and for all insurance whether or
not CONTRACTOR is required by the Contract Documents to
purchase and maintain the same, except for additional bonds
and insurance required because of changes in the work.
38.3.5. Costs due to the negligence or neglect of CONTRACTOR, any
Subcontractors, or anyone directly or indirectly employed by any
of them or for whose acts any of them may be liable, including
but not limited to, the correction of defective work, disposal of
materials or equipment wrongly supplied and making good any
damage to property.
38.3.6. Other overhead or general expense costs of any kind and the
cost of any item not specifically and expressly included in
Section 38.2.
38.4. CONTRACTOR's fee allowed to CONTRACTOR for overhead and profit
shall be determined as follows:
38.4.1. A mutually acceptable fixed fee or if none can be agreed upon,
38.4.2. A fee based on the following percentages of the various portions
of the cost of the work:
38.4.2.1. For costs incurred under Sections 38.2.1 and
38.2.2, CONTRACTOR's fee shall not exceed ten
percent (10%).
38.4.2.2. For costs incurred under Section 38.2.3,
CONTRACTOR's fee shall not exceed seven and
one half percent (7.5%); and if a subcontract is on
the basis of cost of the work plus a fee, the
maximum allowable to the Subcontractor as a fee
BID NO: 36-00/01 CITY OF MIAMI BEACH
DATE: 8/29/01 84
for overhead and profit shall not exceed ten
percent (10%); and
No fee shall 'be payable on the basis of costs
itemized under Sections 38.2.4 and 38.2.5,
(except Section 38.2.5.3), and Section 38.3.
38.5. The amount of credit to be allowed by CONTRACTOR to CITY for any
such change which results in a net decrease in cost, will be the amount of
the actual net decrease. When both additions and credits are involved in
anyone change, the combined overhead and profit shall be figured on the
basis of the net increase, if any, however, CONTRACTOR shall not be
entitled to claim lost profits for any Work not performed.
38.4.2.3.
38.6. Whenever the cost of any work is to be determined pursuant to Sections
38.2 and 38.3, CONTRACTOR. will submit in a form acceptable to
CONSULTANT an itemized cost breakdown together with the supporting
data.
38.7. Where the quantity of any item of the Work that is covered by a unit price
is increased or decreased by more than twenty percent (20%) from the
quantity of such work indicated in the Contract Documents, an appropriate
Change Order shall be issued to adjust the unit price, if warranted.
38.8. Whenever a change in the Work is to be based on mutual acceptance of a
lump sum, whether the amount is an addition, credit or no change-in-cost,
CONTRACTOR shall submit an initial cost estimate acceptable to
CONSULTANT and Contract Administrator.
38.8.1. Breakdown shall list the quantities and unit 'prices for materials,
labor, equipment and other items of cost.
38.8.2. Whenever a change involves CONTRACTOR and one or more
Subcontractors and the change is an increase in the Contract
Price, overhead and profit percentage for CONTRACTOR and
each Subcontractor shall be itemized separately.
38.9. Each Olange Order must state within the body of the Change Order
whether it is based upon unit price, negotiated lump sum, or "cost of the
work."
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39. Notification and Claim for Chanoe of Contract Time or Contract Price:
39.1. Any claim for a change in the Contract Time or Contract Price shall be
made by written notice by CONTRACTOR to the Contract Administrator
and to CONSULTANT within five (5) calendar days of the commencement
of the event giving rise to the claim and stating the general nature and
cause of the claim. Thereafter, within twenty (20) calendar days of the
termination of the event giving rise to the claim, written notice of the extent
of the claim with supporting information and documentation shall be
provided unless CONSULTANT allows an additional period of time to
ascertain more accurate data in support of the claim and such notice shall
,be accompanied by CONTRACTOR's written notarized statement that the
adjustment claimed is the entire adjustment to which the CONTRACTOR
has reason to believe it is entitled as a result,of the occurrence of said
event. All claims for changes in the Contract Time or Contract Price shall
be determined by CONSULTANT in accordance with Article 12 hereof, if
CITY and CONTRACTOR cannot otherwise agree. IT IS EXPRESSLY
AND SPECIFICALLY AGREED THAT ANY AND ALL CLAIMS FOR
CHANGES TO THE CONTRACT TIME OR CONTRACT PRICE SHALL
BE WAIVED IF NOT SUBMITTED IN STRICT ACCORDANCE WITH
THE REQUIREMENTS OF THIS SECTION.
39.2. The Contract Time will be extended hi an amount equal to time lost on
critical Work items due to delays beyond the control of and through no
fault or negligence of CONTRACTOR if a claim is made therefor as
provided in Section 39.1. Such delays shall include, but not be limited to,
acts or neglect by any separate contractor employed by CITY. fires,
floods, labor disputes, epidemics, abnormal weather conditions or acts of
God. '
40. No Damaoes for Delav:
No claim for damages or any claim, other than for an extension of time, shall be
made or asserted against CITY by reason of any delays except as provided
herein. CONTRACTOR shall not be entitled to an increase in the Contract Price
or payment or compensation of any kind from CITY for direct, indirect,
consequential, impact or other costs, expenses or damages, including but not
limited to costs of acceleration or inefficiency, arising because of delay,
disruption, interference or hindrance from any cause whatsoe
ver, whether such delay, disruption, interference or hindrance be reasonable or
unreasonable, foreseeable or unforeseeable, or avoidable or unavoidable;
provided, however, that this provision shall not preclude recovery of damages by
CONTRACTOR for actual delays due solely to fraud, bad faith or active
interference on the part of CITY or its CONSULTANT. Otherwise,
CONTRACTOR shall be entitled only to extensions of the Contract Time as the
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
86
sole and exclusive remedy for such resulting delay, in accordance with and to the
extent specifically provided above.
41. Excusable Delav: Comoensable: Non-ComDensable:
41.1 Excusable Delay. Delay which extends the completion of the Work and
which is caused by circumstances beyond the control of CONTRACTOR
or its subcontractors, suppliers or vendors is Excusable Delay.
CONTRACTOR is entitled to a time extension of the Contract Time for
each day the Work is delayed due to Excusable Delay, CONTRACTOR
shall document its claim for any time extension as provided in Article 39
hereof. '
Failure of CONTRACTOR to comply with Article 39 hereof as to any
particular event of delay shall be deemed conclusively to constitute a
waiver, abandonment or relinquishment of any and all claims resulting
from that particular event of delay.
Excusable Delay may be compensable or non-compensable:
(a) Compensable Excusable Delay. Excusable Delay is compensable
when (i) the delay extends the Contract Time, (ii) is caused by.
circumstances beyond the control of the CONTRACTOR or its
subcontractors, suppliers or vendors, and (iii) is caused solely by
fraud, bad faith or active interference on the part of CITY or its
agents. In no event shall CONTRACTOR be compensated for
interim delays which do not extend the Contract Time.
CONTRACTOR shall be entitled to direct and indirect costs for
Compensable Excusable Delay. Direct costs recoverable by
CONTRACTOR shall be limited to the actual additional costs allowed
pursuant to Article 38 hereof.
CITY and CONTRACTOR recognize and agree that the amount of
CONTRACTOR's precise actual indirect costs for delay in the
performance and completion of the Work is impossible to determine as of
the date of execution of the Contract Documents, and that proof of the
precise amount will be difficult. Therefore, indirect costs recoverable by
the CONTRACTOR shall be liquidated on a daily basis for each day the
Contract Time is delayed due to a Compensable Excusable Delay. These
liquidated indirect costs shall be paid to compensate CONTRACTOR for
all indirect costs caused by a Compensable Excusable Delay and shall
include, but not be limited to, all profit on indirect costs, home office
overhead, acceleration, loss of earnings, loss of productivity, loss of
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
87
bonding capacity, loss of opportunity and all other indirect costs incurred
by CONTRACTOR. The amount of Ii uidated indirect costs recoverable
shall be $~l ,. per day for each calendar
day the Contract is delayed due to a Compensable Excusable Delay.
(b) Non-Compensable Excusable Delay. When Excusable Delay is
(i) caused by circumstances beyond the control of CONTRACTOR,
its subcontractors, suppliers and vendors, and is also caused by
circumstances beyond the control of the CITY or CONSULTANT, or
(ii) is caused jointly or concurrently by CONTRACTOR or its
subcontractors, suppliers or vendors and by the CITY or
CONSULTANT, then CONTRACTOR shall be entitled only to a time
extension and no further compensation for the delay.
42. Substantial ComDletion:
When CONTRACTOR considers that the Work, or a portion thereof designated
by CITY pursuant to Article 29 hereof, has reached Substantial Completion,
CONTRACTOR shall so notify CITY and CONSULTANT in writing.
CONSULTANT and CITY shall then promptly inspect the Work. When
CONSULTANT, on the basis of such an inspection, determines that the Work or
designated portion thereof is substantially complete, it will then prepare a
Certificate of Substantial Completion in the form attached hereto as Form 00925
which shall establish the Date of Substantial Completion; shall state the
responsibilities of CITY and CONTRACTOR for security, maintenance, heat,
utilities, damage to the Work, and insurance; and shall list all Work yet to be
completed to satisfy the requirements of the Contract Documents for Final
Completion. The failure to include any items of corrective work on such list does
not alter the responsibility of CONTRACTOR to complete all of the Work in
accordance with the Contract Documents. Warranties required by the Contract
Documents shall commence on the date of Substantial Completion of the Work
or designated portion thereof unless otherwise provided in the Certificate of
Substantial Completion. The Certificate of Substantial Completion shall be
submitted to CITY through the Contract Administrator and CONTRACTOR for
their written acceptance of the responsibilities assigned to them in such
Certificate.
43. No Interest:
Any monies not paid by CITY when claimed to be due to CONTRACTOR under
this Agreement, including, but not limited to, any and all claims for contract
damages of any type, shall not be subject to interest including, but not limited to
prejudgment interest. However, the provisions of CITY's prompt payment
ordinance, as such relates to timeliness of payment, and the provisions of
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
88
Section 218.74(4), Florida Statutes (1989) as such relates to the payment of
interest, shall apply to valid and proper invoices.
44. Shoo Drawinos:
44.1. CONTRACTOR shall submit Shop Drawings as required by the Technical
Specifications. The purpose of the Shop Drawings is to show the
suitability, efficiency, technique of manufacture, installation requirements,
details of the
item and evidence of its compliance or noncompliance with the Contra.ct
Documents.
44.2. Within thirty (30) calendar days after the Project Initiation Date specified
in the Notice to Proceed, CONTRACTOR shall submit to CONSULTANT
a complete list of preliminary data on items for which Shop Drawings are
to be submitted and shall identify the critical items. Approval of this list by
CONSULTANT shall in no way relieve CONTRACTOR from submitting
complete Shop Drawings and providing materials, equipment, etc., fully in
accordance with the Contract Documents. This procedure is required in
order to expedite final approval of Shop Drawings.
44.3. After the approval of the list of items required in Section 44.2 abov~,
CONTRACTOR shall promptly request Shop Drawings from the various
manufacturers, fabricators, and suppliers. CONTRACTOR shall include
all shop drawings and other submittals in its certification.
44.4. CONTRACTOR shall thoroughly review and check the Shop O'awings
and each and every copy shall show this approval thereon.
44.5. If the Shop Drawings show or indicate departures from the Contract
requirements, CONTRACTOR shall make specific mention thereof in its
letter of transmittal. Failure to point out such departures shall not relieve
CONTRACTOR from its responsibility to comply with the Contract
Documents.
44.6. CONSULTANT shall review and approve Shop Drawings within fifteen
(15) calendar days from the date received, unless said Drawings are
rejected by CONSULTANT for material reasons. CONSULTANT's
approval of Shop Drawings will be general and shall not relieve
CONTRACTOR of responsibility for the accuracy of such Drawings, nor
for the proper fitting and construction of the work, nor for the furnishing of
materials or work required by the Contract Documents and not indicated
on the Drawings. No work called for by Shop Drawings shall be
performed until the said Drawings have been approved by
BID NO: 36-00/01 CITY OF MIAMI BEACH
DATE: 8/29/01 89
CONSULTANT. Approval shall not relieve CONTRACTOR from
responsibility for errors or omissions of any sort on the Shop Drawings.
44.7. No approval will be given to partial submittals of Shop Drawings for items
which interconnect and/or are interdependent where necessary to
properly evaluate the design. It is CONTRACTOR's responsibility to
assemble the Shop Drawings for all such interconnecting and/or
interdependent items, check them and then make one submittal to
CONSULTANT along with its comments as to compliance,
noncompliance, or features requiring special attention.
44.8. If catalog sheets or prints of manufacturers' standard drawings are
submitted as Shop Drawings, any additional information or changes on
such drawings shall be typewritten or lettered in ink.
44.9. CONTRACTOR shall submit "the number of copies required by
CONSULTANT. Resubmissions of Shop Drawings shall be made in the
same quantity until final approval is obtained.
44.10. CONTRACTOR shall keep one set of Shop Drawings marked with
CONSULTANT's approval at the job site at all times.
45. Field Lavout of the Work and Record Drawinos:
45.1. The entire responsibility for establishing and maintaining line and grade in
the field lies with CONTRACTOR. CONTRACTOR shall maintain an
accurate and precise record of the location and elevation of all pipe lines,
conduits, structures, maintenance access structures, handholes, fittings
and the like and shall prepare record or "as-built" drawings of the same
which are sealed by a Professional Surveyor. CONTRACTOR shall
deliver these records in good order to CONSULTANT as the Work is
completed. The cost of all such field layout and recording work is
included in the prices bid for the appropriate items. All record drawings
shall be made on reproducible paper and shall be delivered to
CONSULTANT prior to, and as a condition of, final payment.
45.2. CONTRACTOR shall maintain in a safe place at the Project site one
record copy of all Drawings, Plans, Specifications, Addenda, written
amendments, Change Orders, Field Orders and written interpretations
and clarifications in good order and annotated to show all changes made
during construction. These record documents together with all approved
samples and a counterpart of all approved Shop Drawings shall be
available at all times to CONSULTANT for reference. Upon Final
Completion of the Project and prior to Final Payment, these record
BID NO: 36-00/01 CITY OF MIAMI BEACH
DATE: 8/29101 90
documents, samples and Shop Drawings shall be delivered to the
Contract Administrator.
45.3. Prior to, and as a condition precedent to Final Payment, CONTRACTOR
shall submit to CITY, CONTRACTOR's record drawings or as-built
drawings acceptable to CONSULTANT.
46. Safety and Protection:
46.1. CONTRACTOR shall be solely responsible for initiating, maintaining and
supervising all safety precautions and programs in connection with the
Project. CONTRACTOR shall take all necessary precautions for the
. safety of, and shall provide the necessary protection to prevent damage,
injury or loss to:
46.1.1. All employees on- the work site and other persons who may be
affected thereby;
46.1.2. All the work and all materials or equipment to be incorporated
therein, whether in storage on or off the Project site; and
46.1.3. Other property at the Project site or adjacent thereto', including
trees, shrubs, lawns, walks,' pavements, roadways, structures
and utilities not designated for removal, relocation or
replacement in the course of construction.
46.2. CONTRACTOR shall comply with all applicable laws, ordinances, rules,
regulations and orders of any public body having jurisdiction for the safety
of persons or property or to protect them from damage, injury or loss; and
shall erect and maintain all necessary safeguards for such safety and
protection. CONTRACTOR shall notify owners of adjacent property and
utilities when prosecution of the work may affect them. All damage, injury
or loss to any property referred to in Sections 46.1.2 and 46.1.3 above,
caused directly or indirectly, in whole or in part, by CONTRACTOR, any
Subcontractor or anyone directly or indirectly employed by any of them or
anyone for whose acts any of them may be liable, shall be remedied by
CONTRACTOR. CONTRACTOR's duties and responsibilities for the
safety and protection of the work shall continue until such time as all the
Work is completed and CONSULTANT has issued a notice to CITY and
CONTRACTOR that the Work is acceptable except as otherwise provided
in Article 29 hereof.
46.3. CONTRACTOR shall designate a responsible member of its organization
at the Work site whose duty shall be the prevention of accidents. This
BID NO: 36-00/01 CITY OF MIAMI BEACH
DATE: 8/29101 91
[X] 47.
person shall be CONTRACTOR'S superintendent unless otherwise
designated in writing by CONTRACTOR to CITY.
Final Bill of Materials:
CONTRACTOR shall be required to submit to CITY and CONSULTANT a final
bill of materials with unit costs for each bid item for supply of materials in place.
This shall be an itemized list of all materials with a unit cost for each material and
the total shall agree with unit costs established for each Contract item. A Final
Certificate for Payment cannot be issued by CONSULTANT until CONTRACTOR
submits the final bill of materials and CONSULTANT verifies the accuracy of the
units of Work.
48. Payment bv CITY for Tests:
Except when otherwise specified in the Contract Documents, the expense of all
tests requested by CONSULTANT shall be borne by CITY and performed by a
testing .firm chosen by CONSULTANT. For road construction projects the
procedure for making tests required by CONSULTANT will be in conformance
with the most recent edition of the State of Florida, Department of Transportation
Standard Specifications for Road and Bridge Construction. The cost of any
required test which CONTRACTOR fails shall be paid for by CONTRACTOR.
49. F'roiect Sian:
Any requirements for a project sign shall be as set forth within the Technical
Specifications section.
50. Hurricane Precautions:
50.1. During such periods of time as are designated by the United States
Weather Bureau as being a hurricane warning or alert, the
CONTRACTOR, at no cost to the CITY, shall take all precautions
necessary to secure the Project site in response to all threatened storm
. events, regardless of whether the CITY or CONSULTANT has given
notice of same.
50.2. Compliance with any specific hurricane warning or alert precautions will
not constitute additional work.
50.3. Additional work relating to hurricane warning or alert at the Project site
will be addressed by a Change Order in accordance with Section 37,
General Conditions.
50.4. Suspension of the Work caused by a threatened or actual storm event,
regardless of whether the CITY has directed such suspension, will entitle
BID NO: 3()-00/01 CITY OF MIAMI BEACH
DATE: 8/29101 92
the CONTRACTOR to additional Contract Time as noncompensable,
excusable delay, and shall not give rise to a claim for compensable delay.
51. Cleanino Up; CITY s Rioht to Clean Uo:
CONTRACTOR shall at all times keep the premises free from accumulation of
waste materials or rubbish caused by its operations. At the completion of the
Project, CONTRACTOR shall remove all its waste materials and rubbish from
and about the Project as well as its tools, construction equipment, machinery and
surplus materials. If CONTRACTOR fails to clean up during the prosecution of
the Work or at the completion of the Work, CITY may do so and the cost thereof
shall be charged to CONTRACTOR. If a dispute arises between CONTRACTOR
and separate contractors as to their responsibility for cleaning up, CITY may
clean up and charge the cost thereof to the contractors responsible therefor as
CONSULTANT shall determine to be just.
52. Removal of Eauioment
In case of termination of this Contract before completion for any cause whatever,
CONTRACTOR, if notified to do so by CITY, shall promptly remove any part or
all of CONTRACTOR's equipment and supplies from the property of CITY, failing
which CITY shall have the right to remove such equipment and supplies at the
expense of CONTRACTOR.
53. Nondiscrimination. Eaual Emolovment Oooortunitv. and Americans with
Disabilities Act:
CONTRACTOR shall not unlawfully discriminate against any person in its
operations and activities or in its use or expenditure of funds in fulfilling its
obligations under this Agreement. CONTRACTOR shall affirmatively comply with
all applicable provisions of the Americans with Disabilities Act (ADA) in the
course of providing any services funded by CITY, including Titles I and II of the
ADA (regarding nondiscrimination on the basis of disability), and all applicable
regulations, guidelines, and standards. In addition, CONTRACTOR shall take
affirmative steps to ensure nondiscrimination in employment against disabled
persons.
CONTRACTOR's decisions regarding the delivery of services under this
Agreement shall be made without regard to or consideration of race, age,
religion, color, gender, sexual orientation, national origin, marital status, physical
or mental disability, political affiliation, or any other factor which cannot be
lawfully used as a basis for service delivery.
CONTRACTOR shall not engage in or commit any discriminatory practice in
violation of City of Miami Beach Ordinance No 92.2824 in performing any
services pursuant to this Agreement.
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
93
54. Proiect Records:
CITY shall have the right to inspect and copy, at CITY's expense, the books and
records and accounts of CONTRACTOR which relate in any way to the Project,
and to any claim for additional compensation made by CONTRACTOR, and to
conduct an audit of the financial and accounting records of CONTRACTOR
which relate to the Project and to any claim for additional compensation made by
CONTRACTOR. CONTRACTOR shall retain and make available to CITY all
such books and records and accounts, financial or otherwise, which relate to the
Project and to any claim for a period of three (3) years following Final Completion
of the Project. During the Project and the three (3) year period following Final
Completion of the Project, CONTRACTOR shall provide CITY access to its
books and records upon seventy-two (72) hours written notice.
.
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
94
00900. SUPPLEMENTARY CONDITIONS:
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
9S
00920. ADDITIONAL ARTICLES:
[ ] , 1.
Prevailino Waoe Rate Ordinance.
This Project is not federally funded. City of Miami Beach Ordinance No,
94-2960 provides that in all non-federally funded construction contracts in
excess of one million dollars to which the City of Miami Beach is a party,
the rate of wages and fringe benefits, or cash equivalent, for all laborers,
mechanics and apprentices employed by any contractor or subcontractor
on the work covered by the contract, shall not be less than the prevailing
rate of wages and fringe benefit payments or cash equivalence for similar
skills or classifications of work, as established by the Federal Register, in
. the City of Miami Beach, Florida. The provisions of this Ordinance shall
not apply to the following projects:
a. water, except water treatment facilities and lift stations;
b. sewer, except sewage treatment facilities and lift stations;
c. storm drainage;
d. road construction, except bridges or structures requiring
pilings; and
e. beautification projects, which may include resurfacing new
curbs, gutters, pavers, sidewalks, landscaping, new lighting,
bus shelters, bus benches and signage.
rNOTE: INSERT IF APPLICABLE]
[ ]
2.
Federal Grant Proiects:
2.1. By virtue of the fact that the funding of this Project will be delivered
in full or in part from the United States government
_ federal assurances must
follow the grant application in addition to any and all supervening
assurances set forth in Rules and Regulations published in Federal
Register or CFR.
2.2. Clauses, terms or conditions required by federal grantor agency are
hereby attached and made a part of this Project Manual.
BID NO: 36-00/01 CITY OF MIAMI BEACH
DATE: 8129/01 96
00922. STATEMENT OF COMPLIANCE
(PREVAILING WAGE RATE ORDINANCE NO. 94-2960)
Contract No.
No.
Project Title
The undersigned CONTRACTOR hereby swears under penalty of perjury that, during
the period covered by the application for payment to which this statement is attached,
all mechanics, laborers, and apprentices, employed. or working on the site of the
Project, have been paid at wage rates, and that the wage rates of payments,
contributions, or costs for fringe benefits have not been less than those required by City
of Miami Beach Ordinance No. 94-2960 and the applicable conditions of the Contract.
Dated ,20_
(Contractor)
By:
(Signature)
By:
(Print Name and Title)
STATE OF )
) SS
COUNTY OF )
The foregoing instrument was acknowledged before me this ____ day of
,20_, by who is
personally known to me or who has produced as
identification and who did/did not take an oath.
WITNESS my hand and official seal, this __ day of ___,20_.
(NOTARY SEAL)
(Signature of person taking acknowledgment)
(Name of officer taking acknowledgment)
(typed, printed or stamped)
(Title or rank)
(Serial number, if any)
My commission expires:
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
97
00923. STATEMENT OF COMPLIANCE
(DAVIS BACON ACT)
No.
Contract No.
ProjectTitle
The undersigned CONTRACTOR hereby swears under penalty of perjury that, during
the period covered by the application for payment to which this statement is attached,
all mechanics, laborers, and apprentices, employed or working on the site of the
Project, have been paid at wage rates, and that the wage rates of payments,
contributions, or costs for fringe benefits have not been less than those required by the
Davis Bacon Act and the applicable conditions of the Contract.
Dated
,20_
Contractor
By:
By: .
(Signature)
(Print Name and Title)
STATE OF
COUNTY OF
)
) SS
)
The foregoing instrument was acknowledged before me this
______, 20_, by
personally known to me or who has produced
identification and who did/did not take an oath.
WITNESS my hand and official seal, thi~ ___ day of ___
day of
who is
as
,20__.
(NOTARY SEAL)
(Signature of person taking acknowledgment)
(Name of officer taking acknowledgment)
(typed, printed or stamped)
(Title or rank)
(Serial number, if any)
My commission expires:
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
98
00925. CERTIFICATE OF SUBSTANTIAL COMPLETION:
PROJECT:
(name, address)
CONSULTANT:
TO (CITY):
BID/CONTRACT NUMBER:
CONTRACTOR:
CONTRACT FOR:
NOTICE TO PROCEED DATE:
DATE OF ISSUANCE:
PROJECT OR DESIGNATED PORTION SHALL INCLUDE:
The Work performed under this Contract has been reviewed and found to be
substantially complete and all documents required to be submitted by CONTRACTOR
under the Contract Documents have been received and accepted. The Date of
Substantial Completion of the Project or portion thereof designated above is hereby
established as
which is also the date of commencement of applicable warranties required by the
Contract Documents, except as stated below.
DEFINITION OF DATE OF SUBSTANTIAL COMPLETION
The Date of Substantial Completion of the Work or portion
thereof designated by CITY is the date certified by
CONSULTANT when all conditions and requirements of
permits and regulatory agencies have been satisfied and the
Work, is sufficiently complete in accordance with the
Contract Documents, so the Project is available for beneficial
occupancy by CITY. A Certificate of Occupancy must be
issued for Substantial Completion to be achieved, however,
the issuance of a Certificate of Occupancy or the date
thereof are not to be determinative of the achievement or
date of Substantial Completion.
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
99
A list of items to be completed or corrected, prepared by CONSULTANT and approved
by CITY, is attached hereto. The failure to include any items on such list does not alter
the responsibility of CONTRACTOR to complete all work in accordance with the
Contract Documents. The date of commencement of warranties for items on the
attached list will be the date of final payment unless otherwise agreed in writing.
CONSULTANT
BY
DATE
In accordance with Section 2.2 of the Contract, CONTRACTOR will complete or correct
the work on the list of items attached hereto within from the
above Date of Substantial Completion.
CONSULTANT
BY
DATE
CITY, through the Contract Administrator, accepts the Work or portion thereof
designated by CITY as substantially complete and will assume full possession thereof at
. (time) on (date).
City of Miami Beach, Florida
By Contract Administrator Date
The responsibilities of CITY and CONTRACTOR for security, maintenance, heat,
utilities, damage to the work and insurance shall be as follows:
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
100
00926. FINAL CERTIFICATE OF PAYMENT:
PROJECT:
(name, address)
CONSULTANT:
BID/CONTRACT NUMBER:
TO (CITY):
CONTRACTOR:
CONTRACT FOR:
NOTICE TO PROCEED DATE:
DATE OF ISSUANCE:
All conditions or requirements of any permits or regulatory agencies have been
satisfied. The documents required by Section 5.2 of the Contract, and the final bill of
materials, if required, have been received and accepted. The Work required by the
Contract Documents has been reviewed and the undersigned certifies that the Work,
including minor corrective work, has been completed in accordance with the provision of
the Contract Documents and is accepted under the terms and conditions thereof.
CONSULTANT
BY
DATE
CITY, through the Contract Administrator, accepts the work as fully complete and will
assume full possession thereof at
(time)
(date).
City of Miami Beach, Florida
By Contract Administrator Date
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
101
00930. FORM OF FINAL RECEIPT:
[The following form will be used to show receipt of final payment for this Contract.]
FINAL RECEIPT FOR CONTRACT NO.
Received this day of , 20 , from City
of Miami Beach, Florida, the sum of Dollars
($ ) as full and final payment to CONTRACTOR for all work and materials
for the Project described as:
This sum includes full and final payment for all extra work and material and all
incidentals.
CONTRACTOR hereby indemnifies and releases CITY from all liens and claims
whatsoever arising out of the Contract and Project.
CONTRACTOR hereby certifies that all persons doing work upon or furnishing
materials or supplies for the Project have been paid in full. In lieu of this certification
regarding payment for work, materials and supplies, CONTRACTOR may submit a.
consent of surety to final payment in a form satisfactory to CITY.
CONTRACTOR further certifies that all taxes imposed by Chapter 212, Florida
Statutes (Sales and Use Tax Act), as amended, have been paid and discharged.
[If incorporated sign below.]
CONTRACTOR
ATTEST:
(Name of Corporation)
By:
(Secretary)
(Signature)
(Corporate Seal)
(Print Name and Title)
_ day of
,20_.
F:IA TTOIAGURIAGREEMN"TVrontendlsldfrm,frtend,fnl.doc
BID NO: 36-00/01
DATE: 8/29101
CITY OF MIAMI BEACH
102
[If not incorporated sign below.]
WITNESSES:
F:IA TTOIAGURlAGREEMNT\frontend\stdfrm.frtend.fnI,doc
BID NO: 36-00/01
DATE: 8/29/01
CONTRACTOR
By:
(Name of Firm)
(Signature)
(Print Name and Title)
__ day of
CITY OF MIAMI BEACH
103
,20__.
[X ] 00950. DRAWINGS INDEX:
NOTE:
Maps of the City's sanitary sewer system are available for this bid
but must be ordered through T-Square Miami. The attached order form
on page 172 of this Bid package must be completed and returned to T-
Square Miami before prospective bidders will receive requested
map/plans.
BID NO: 36-00/01
DA TE: 8/29/01
CITY OF MIAMI BEACH
104
01000. ADDENDA AND MODIFICATIONS:
All addenda and other modifications made prior-to the time and date of bid opening shall
be issued as separate documents identified as changes to the Contract Documents.
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
105
02000. TECHNICAL SPECIFICATIONS:
CITY OF MIAMI BEACH
FLORIDA
CONTRACT No. 36-00/01
INVITATION TO BID No.
SPECIFICATIONS FOR REHABILITATION OF
SANITARY SEWERS FORA ONE-YEAR PERIOD
BID NO: 36-00/01
DATE: 8/29101
CITY OF MIAMI BEACH
106
INVITATION TO BID NO. 36-00/01
Specifications for rehabilitation of sanitary sewers by the resin
impregnated felt/cured in-place pipe lining, joint grouting, spot repair
methods and manhole rehabilitation, for a one-year period
1.0 SCOPE OF WORK
The Project consists of furnishing all labor, material and equipment for restoring,
by the resin impregnated felt tube pipe lining method, approximately 57,000 feet
of 6, 8, 10. 12, 15, and 18-inch gravity sanitary sewers, grouting approximately
7,000 pipe joints, performing approximately 190 spot repairs, and rehabilitating
approximately 100 manholes in Miami Beach, Florida.
The work includes cleaning the existing sewers and lining them by the resin
impregnated liner method, grouting pipe joints, performing spot repairs, and
rehabilitating manholes by which the rehabilitation of the sewer is accomplished
through the manholes and laterals are reconnected to the sewer.
Work also includes televising, making spot repairs internally and externally,
cleaning, and surface preparation of the interior of the existing pipeline, bypass
pump!ng, dewatering the segment to be lined, testing for leaks, maintaining traffic
control, and all other appurtenant and miscellaneous related items and work for a
completed Project.
It is the intent of the City to obtain complete and working installations under this
Contract, and any items of labor, equipment and materials which may reasonably
be assumed as necessary to accomplish this end shall be supplied whether or not
they are specifically stated herein.
The following "Standards" are listed below and are used herein for reference
throughout these Specifications.
AASHTO
ANSI
ASTM
AWWA
FDOT
American Association of State Highway and Transportation officials
American National Standards Institute
American Society of Testing and Materials
American Water Works Association
Florida Department of Transportation
The above list shall not be considered complete, as there are other "Standards"
used, however in most cases complete titles have been given.
Wherever "Standards" are indicated herein for reference, the referenced portion
shall have the same force and effect as if it were included herein in its entirety,
latest revision of publication.
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH .
107
2.0 INFORMATION FURNISHED BY THE CITY
The City of Miami Beach will provide Engineering reports that include television
logs, summary sheets, and recommendations for work that are available to
Contractor with each Work Order. Videotapes of each line segment will also be
made available for review. Plan sheets (see attached example) and summary
booklets will be provided for each Work Order.
3.0 SEQUENCE OF CONSTRUCTION
A detailed construction schedule shall be submitted by the Contractor at the Pre-
Construction Meeting for review and approval by the Engineer, prior to the
commencement of the work.
City forces will make its best efforts to lower the flow levels in the contributing
sewer systems, but the Contractor may have to bypass pump the total sewage
flow if this is not possible. (See Section 6.01, "Bypass Pumping").
The general sequence for the work which is typical of each work location, shall
be as follows:
Cured In-,Place Pipe Lining Method
1. Reroute contributing sewer systems to minimize flow in sewer.
NOTE: Whenever the property owner's use of the sanitary sewer must
be interrupted by the rehabilitation work, the Contractor shall notify the
residents two (2) days in advance of the interruption. They shall be
informed with a written notice when it will take place and the approximate
duration, Written notices shall be approved by the Miami Beach Public
Works Department.
2. Set up bypass pumping system for section of sewer to be prepared for
lining.
3. Initiate bypass pumping of remaining sewage flow, isolate, and dewater (if
necessary) sewer section.
4. Prior to entering manholes and inspecting, atmosphere should be
evaluated to determine presence of toxic or flammable vapors or lack of
oxygen.
5. Thoroughly clean sections that are to be rehabilitated.
.
6. Perform spot repairs, as reqUired.
BID NO: 36-00/01 CITY OF MIAMI BEACH
DATE: 8/29101 108
7. Perform sealing operation, as required. -
8. Prepare surface of sewer pipes for lining.
9. Televise, record on videotape, log all laterals, and other pertinent
information by station, and review with the Project Representative prior to
performing work.
10. Insert tube in manhole.
11. Vacuum impregnate liner with resin and catalyst in amounts conforming to
manufacturer's instructions.
12. Install "wet-out" liner in tube with a leak-proof seal.
13. Apply hydrostatic head to liner with sufficient volume and pressure to
properly extend the liner to the next manhole.
14. When liner is properly inflated and positioned, insert thermocouples
between liner and invert at both manholes.
15. Apply water recirculating equipment and a heat source to the water within
the liner. The heating/recirculating system shall have adequate capacity
and controls to properly cure the liner and shall be approved by the liner
manufacturer prior to use.
16. Cure, cool down, and drain liner per manufacturer's instructions.
17. Stabilize the pipe by slowly decreasing the pressure inside it, and removing
manifolds.
18. Remove excess material at pipe exits from manholes and form a smooth
watertight seal at these points.
19. Perform tests per Section 6.07, "Cleaning and Testing".
20. Reopen branch or service connections sealed by lining process as
identified on the plans. Test annulus between liner and sewer at each
proposed service connection. If test fails, grout annulus of the service
connection, exercising caution to insure that entire annulus is filled and
liner is not collapsed by grout pressure.
21. Examine full extent of liner and correct any flaws.
BID NO: 36-00/01
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109
22. Post-Lining Inspection in the presence of the Project Representative.
23. Perform all remaining work and final cleanup along restored section.
24. Route normal flow back into restored section.
25. FINAL INSPECTION.
26. Repeat steps 2 through 25 for each remaining section.
3.01 PRECONSTRUCTION CONFERENCE
The following procedure will be followed for each work order authorized.
After the Award of Contract for the work represented in the Quotation Form of this
document, and prior to the issuance of the "Notice to Proceed" for this work, a
preconstruction conference will be held with the Contractor, the City, and others
who are interested in the Project, for the purpose of coordinating the work. The
time and place of meeting will be set by the Engineer. The Engineer will discuss
requirements of such matters .as project coordination and review, subcontractors,
progress schedules and reports, contract change orders, shop drawings,
insurance, safety, and other items pertinent to the Project.
In addition, a job meeting will be held two (2) days before each work authorization
is issued. All parties to this meeting should be prepared to discuss problems
anticipated with the execution of the work under this Contract.
Any delays in holding the preconstruction meeting will not relieve the Contractor of
any responsibilities hereunder, and will not be an acceptable reason for him to
request additional work completion time beyond that provided since he can be
obtaining permits, shop drawings, mobilizing his equipment and forces, ordering
materials, performing minor work, or other work if approved by the Engineer,
during the interim period.
Prior to the preconstruction conference, the Contractor shall prepare the
construction schedule, as described in Section 3.00, "Sequence of Construction"
of the Specifications and provide copies of same to others in attendance. The
construction schedule shall include the place of beginning, the proposed order of
progression, the proposed method of handling the sewage flows, the proposed
method of service lateral reconnection, together with the estimated times for
beginning and completing the various items of work.
The Engineer will discuss requirements of such matters as project coordination
and review, progress schedules and reports, Contract Change Orders, insurance,
safety, and other items pertinent to the Project.
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110
All parties to this conference should be prepared to discuss any problems
anticipated with the execution of the work under this Contract.
3:02 PERMITS
All necessary permits shall be obtained by the Contractor at the Contractors'
expense. The Contractor's particular attention is called to any Special Condition of
the permits relating to construction procedures, excavation and backfill
requirements, open trench restrictions, bypass pumping requirements, traffic
control and all other general and special conditions. In the event any of the
conditions of the permits are in conflict with the requirements of these
Specifications, the more stringent conditions of the permits shall take precedence.
Any deviations from the Plans, Specifications or permits, must first be
reviewed and approved by the Engineer.
3.03 SAFETY REQUIREMENTS
The Contractor shall comply with all applicable provisions of the Occupational
Safety and Health Act of 1970 and any subsequent amendments and revisions
thereto. The Contractor's Manual of safety Practices, dealing with the firm's
policies on field safety procedures for employees, shall be submitted to the
Engineer for his and review and approval prior to the issuance of the "Notice to
Proceed". The Contractor shall be solely responsible for compliance with all
pertinent safety requirements of federal, state and local regulatory agencies.
The Contractor's personnel will be in the vicinity of raw sewage. For the
Contractors' own protection. as well as for the employees, The Contractor shall
contact the Miami-Dade County Health Department to verify that all are properly
immunized against disease.
Under this contract, personnel may be required to enter the existing
manholes/sewers to perform certain items of work. Before entering, the
Contractor shall be in compliance with all applicable safety regulations, included
but not limited to the United States Department of Labor Occupational Safety and
Health Administration 29 CFR Parts 1910 and Miami-Dade County Manhole
Ordinance No. 83-3 (which mandates, in part, that above-ground safety personnel
shall be on duty at all times when someone enters, or works in, a manhole/sewer
and the air within a manhole/sewer shall be tested with a combination oxygen
deficiency meter-explosion meter to determine oxygen content and explosion
potential). A test for the presence of toxic gases shall also be performed. The
work area must be ventilated mechanically by the use of an air blower, before
entry and during occupancy, to insure that an adequate quantity of oxygen is
supplied to the work area.
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In the instance of men working within the manholes, the Contractor shall
provide safety provisions to cover any possible consequences of structural
failure and/or flooding. Such provisions might take the form of, but not be
limited to, stand-by pumping equipment; extra air supplies; and such other
measures as the situation and good construction safety practices might
indicate.
Certain products specified in these Specifications contain warnings by the
manufacturers that, under certain conditions, if instructions for use of the
product are not followed, a hazardous condition may exist. It is the
Contractor's responsibility to instruct his workmen in the safe use of the
product, or any product substitution.
4.01 WATER USED IN CONSTRUCTION
The City will furnish water for general construction, testing, and jet-type
pressure cleaning from the designated City fire hydrant; however, all water
used must be metered through a City meter and the Contractor shall be
responsible for payment of all costs incurred.
The water which, under the terms of this agreement, is supplied by the City,
will be utilized by the Contractor solely for the purpose of successfully
completing the contract reqUirements. .
Failure of the Contractor to meter the water, could result in a citation being'
issued against him in accordance with the rules and regulations of the City.
The Contractor can obtain the temporary meter through proper application
and payment of deposit fee at the City's Public Works Department, 1700
Convention Center Drive, Miami Beach, Florida. The deposit fee will be
refunded to the Contractor upon return of the meter in a sound satisfactory
condition.
Water for cleaning and/or volume flushing of the mains shall be furnished by
the Contractor, with the exception that if a jet-type pressure cleaner is utilized.
. the Contractor's tank truck may be filled at a meter connection to a
designated City fire hydrant as directed by the Public Works Department.
All temporary piping, valves, back flow preventers, hoses, equipment and
other items required for handling water shall be furnished by the Contractor.
Under no circumstance shall the Contractor utilize a water source until such
source has been approved for use by the Engineer.
Care shall be exercised in the use of water and provisions shall be made to
protect the water supply from contamination and from indiscriminate use by
unauthorized persons. Backflow prevention devices or approved methods
shall be used at times when water is used from hydrants.
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5.0 MATERIAL AND EQUIPMENT FURNISHED BY CONTRACTOR
The general requirements specified herein shall apply to all items of material
and equipment in addition to the specifications for individual items appearing in
the following Sections in the 5.00 series.
All material and equipment furnished by the Contractor for incorporation into
the Project shall be new and of recent manufacture, and shall be the products
of reliable manufacturers who, unless otherwise specified, have been regularly
engaged in the manufacture of such material and equipment for at least five
years. All fittings and components shall, wherever possible, be standard stock
articles of well-known manufacturers. Where the Plans and Specifications
designate the products of a particular manufacturer, the product specified has
been found suitable for the intended use, but. unless otherwise provided,
articles or products of similar characteristics may be offered for the approval of
the Engineer. Complete descriptive data shall be furnished in quintuplicate
regarding all materials furnished by the Contractor, consisting of dimension
drawings, catalog references and other information necessary to clearly
identify and evaluate each article. When substitutions are permitted, the
Contractor shall make all necessary changes in adjacent or connected
structures and equipment at his expense.
The Contractor shall take accurate measurements prior to ordering the liner or
other materials for the Project. Any replacement or additional materials
required due to inaccurate measurement or ordering shall be at the
Contractor's expense. Further, any delays caused by such problems shall be
at the Contractor's expense and no extension of time will be allowed.
Unless otherwise specified or noted on the Plans, all steel bolts, nuts, washers
and all other miscellaneous ferrous metal items (except cast iron) furnished by
the Contractor shall be 304 stainless steel or approved equal in accordance
with ASTM Standard A 123-89a "Zinc (Hot~Dip Galvanized) Coatings on Iron
and Steel Products". Where the word "galvanized" or its abbreviation is used
on the Plans or in the Specifications, it shall mean hot-dip galvanized.
Fabricated items shall be ho~dip galvanized after fabrication. Internal threads
shall be tapped or retapped after galvanizing.
The Contractor shall care for and protect against loss or damage all material to
be incorporated in the construction, for the duration of the Contract, and shall
repair or replace any damaged or lost materials. He shall be relieved of such
responsibility only upon final acceptance of all of his work by the Engineer.
All structural steel, reinforcing steel, and miscellaneous materials and
equipment shall be stored on blocks or racks. As far as possible, no material
or equipment shall be stored so that it is in direct contact with the ground. All
metal shall be thoroughly cleaned before being utilized.
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CITY OF MIAMI BEACH
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Any material or equipment removed from existing structures and designated
by the Engineer as being savable, shall remain the property of the City and
shall be cleaned and stored at a site specified by the Engineer, and all other
material and equipment including asphalt, concrete patches, etc. shall be
disposed of by the Contractor at his expense. With the following exceptions,
materials and equipment removed from existing structures shall not be reused
in the work even if deemed savable by the Engineer. All manhole covers and
frames, if removed during construction, shall be reinstalled, to proper grade,
on the structure from which they originated.
5.0.1 SHOP DRAWINGS
Shop drawings shall be submitted for all materials and equipment offered for all
work to be performed under this Contract, in accordance with Section 00800,
paragraph 4<!.1. - 44-10. of the General Conditions (Page 90-91).
Prior to submission, the Contractor shall thoroughly check such drawings,
calculations, etc. satisfying himself that they meet the requirements of the
Specifications and all other requirements of this document and that they are
coordinated with the arrangements set forth on other shop drawings, and shall
place on them the date of his approval and his signature. Where items for
which shop drawings are submitted are to meet special conditions listed in the
detailed Specifications, the conditions shall be so noted on the drawing. Where
there is a deviation from the Specifications, the Contractor shall note it and
state the reason why a deviation is required.
The approval of drawings, calculations and data shall mean that upon
examination of the submittals no variations from the requirements of the
Specifications have been discovered, and approval will not relieve the
Contractor of his responsibilities as defined under the Contract for work
awarded to him. Shop drawings are to be approved by the Engineer prior to
ordering any materials.
5.01 RESlti IMPREGNATED FELT CURED IN-PLACE LINER
The liner shall be polyester fiber felt tubing with resins that shall be compatible
with liner systems and technical data submitted in accordance with paragraph
5.0.1. The resin shall not contain fillers except those required for viscosity
control or fire retardance. The material supplied may be unsaturated polyester,
vinyl, or epoxy thermoset resins able to cure to final properties in the presence
of water. The cured liner shall exhibit the following properties:
Tensile Strength
Flexural Strength
Flexural Modulus of Elasticity
ASTM D638
ASTM D790
ASTM D790
3,000 psi
4,500 psi
250,000 psi
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The lining manufacturer shall submit to the Engineer for approval, complete
design calculations for the liner with the bid. The criteria for liner design shall
be an HS-20 live load and the overburden as indicated in the cut ranges in the
Quotation Form, using a dry soil weight of 120 pounds per cubic foot.
Maximum water table elevation shall be considered as at-surface and expected
minimum lifetime is 50 years. Liner side support shall be provided by the soil
pressure against the existing pipe. The existing pipe shall not be considered as
providing any structural support. Modulus of soil reaction for the existing pipe
shall be considered to be the same as that generated by materials and
methods given in Section 6.09.6, "Compacted Backfill". An oval-shaped
condition shall be considered at two percent. Minimum inversion liner thickness
shall be as appropriate for each designated location as specified by the
manufacturer.
Contractor must submit the design calculations of the liner to be used,
and must be reviewed and approved by the Engineer. Liner shall be as
manufactured by Insltuform Tech., 702 Spirit Forty Avenue, Chesterfield,
MO., 63005, KM-lnLiner U.S.A. (713) 331-8359; or approved equal.
As a part of the design calculation submittal, the. liner manufacturer shall submit
a tabulation of time vs. temperature. This tabulation shall show the lengths of
time that exposed portions of the liner will endure without self-initiated cure or
other deterioration beginning. This tabulation shall be at five degree Fahrenheit
, increments ranging from 70 degrees F. to 100 degrees F. The manufacturer
shall also submit his analysis of the progressive effects of such "pre-cure" on
the insertion and cured properties of the liner. This information shall be
submitted with the Bid so that the City may determine if the materials and
procedures offered by the Contractor meet the requirements of the City and
these Specifications.
5.02 RECONNECTION OF SERVICE CONNECTIONS
Costs for maintaining sanitary sewer service for the property owners during
construction shall be included in the various Proposal Items and no additional
compensation will be allowed.
Where it is necessary to temporarily interrupt house or building services, the
Contractor shall notify the house or building owner or occupant 48 hours in
advance with a written notice. Before disconnecting any pipes or cables, the
Contractor shall obtain written permission from the owner, or make suitable
arrangements for their disconnection by the owner.
The Contractor shall be responsible for any damage to any such pipes,
conduits or cables, and shall restore them to service promptly as soon as the
work has progressed past the point involved.
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Existing active service connections as specified on the plans and approved by
the Project Representative shall be reconnected to the sewer by internally
cutting out the liner to at least 95 percent, minimum, of the full circumference of
the lateral. No excavation shall be allowed for the purpose of reconnecting
laterals unless the sewer is being replaced, and the trench is already
excavated. All coupons shall be recovered at the downstream manhole and
removed.
The Contractor shall submit to the Engineer for approval a complete description
of the methods he intends to use to reconnect the existing laterals prior to
beginning his lining operation. The Contractor shall submit complete, detailed
plans for this aspect of the work to the City for approval prior to the issuance of
the Notice to Proceed. The Contractor shall maintain records of the condition of
laterals and provide reports to the Engineer. Damaged clealH)uts encountered
by the contractor shall be recorded and provided to the engineer in a written
report containing at a minimum the line segment number, the distance from the
up stream manhole and the property address.
5.03 CHEMICAL GROUT SEALING MATERIALS
Chemical grout sealing materials used on all work for this Project shall have the
following properties: react quickly to form a permanent water .tight seal;
resultant seal shall be flexible and immune to the effects of wet/dry, freeze/thaw
cycles; non-bio degradable and immune to the effects of acids, alkalis, and
organics in sewage; component packaging and mixing compatible with field
conditions and worker safety; cleanup can be accomplished without heavy use
of flammable or hazardous chemicals; extraneous sealant left inside pipe shall
be readily removable.
Chemical grout sealing material shall be acrylic resin type and shall be
furnished with activators, initiators, inhibitors and any other materials
recommended by the manufacturer for a complete grout system. sealing grout
shall be furnished in liquid form in standard manufacturer's containers. Sealing
grout shall be AV-118 Durlflex manufactured by Avanti International,
Houston, Texas, (1-800-877-2570) or approved equal.
A root-inhibiting chemical such as dichlobenil shall be added to the chemical
gout mixture at a safe level of concentration and shall have the ability to remain
active within the grout for at least 12 months.
5.03.1 TESTING AND GROUT SEALING LATERAL CONNECTIONS
Lateral connections observed leaking or defective shall be sealed without the
preliminary air test. Lateral connections that are sealed shall be tested by air
testing procedures described herein to determine the effectiveness of the
sealing operation.
BID NO: 36-90/01
DATE: 8/29/01
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Costs related to the air test following the sealing will not be measured for
payment or constitute additional cost to the Contract Price, but will be
considered as incidental to the contract.
All lateral connections that are not observed leaking shall be air tested. Air
testing shall be accomplished by isolating the area to be tested with the packer
and grouting rig, and applying a positive pressure into the isolated void area.
Continuous monitoring of the void pressure shall be provided at all times,
through the means of a pressure-testing unit. The pressure meter sensing
device shall be located within the void area and shall accurately transmit this
pressure to a readout device located at the control panel. The system shall
display a gauge pressure to the nearest tenth (1/10th) PSI and shall respond to
and record any change in the void pressure instantly. Use of other methods of
questionable accuracy or systems, which incorporate pressure gauges on the
air or material supply houses for monitoring the pressures, will not be allowed.
There will be no direct payment for testing lateral connections. This procedure
is considered incidental to reconnecting service laterals.
Testing procedures for the equipment shall consist of applying a pressure
designated by the Engineer into each void area created by the testing device.
Once the specified pressure in the void area has been displayed on the
aboveground meter, the application of pressure shall be stopped, and a
twenty.second stabilization period shall commence. The meter shall be
. observed for 20 seconds and should the pressure in the void area drop more .
than that allowed in the table herein, the lateral connection will have failed the
test.
AIR TEST TABLE
6-5
5-4
AFTER 20 SECONDS
AIR TEST PRESSURE
4.0 - 3.5
3.5 - 3.0
INITIAL AIR
TEST PRESSURE
After completing the air testing of each individual lateral connection, the packer
shall be deflated with the void pressure meter maintaining the established air
test pressure. Should the void pressure meter fail to drop to zero, the
Contractor shall be instructed to clean his equipment of residual grout material
or make the necessary equipment repairs to provide for an accurate void
pressure reading.
Lateral connections failing the air test shall be sealed, as specified herein, and
retested by the same void pressure method and procedures used in the initial
test to verify the effectiveness of the sealing. This procedure will be repeated
until the lateral connection passes the test. Additional sealing and retesting,
after the initial sealing and retesting, shall be at no cost to the Owner.
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Lateral connections to be sealed shall be sealed by an internal chemical
grouting method. Contractor shall submit lateral connection method for
engineer's approval prior to performing work. The method used shall not
damage, break, move, or cause settlement of the sewer pipe, lateral
connection, or manhole structures and shall not permanently reduce or change
the original cross-sectional area and shape of the interior of the sewer pipe.
Sewers and/or lateral connections that are damaged as a result of the
Contractor's operations shall be promptly repaired at no expense to the Owner.
Sealing materials that set to a hard, rigid product capable of intrusion into the
sewer line will not be acceptable. Areas of severely broken, crushed, eroded,
misaligned, or otherwise structurally damaged lateral connections or affected
mainline sewer that require excavation and replacement may be repaired by
the Owner. However, their exact location shall be determined and recorded by
the Contractor.
5.03.2 APPLICATION OF CHEMICAL GROUT
Provide chemical grouting of the lateral connections to the sewer mainline and
any adjacent associated joints, leaks, and breaks in the pipe by forcing sealing
materials into and through any or all of the pipeline defects from within the
isolated area.
Where grouting operations restrict or prevent simultaneous sewage flow
passage, an approved plug or by-pass pumping shall be provided. MaximllTl
interruption of existing flows shall be limited to one hour. Chemical grout shall
be approved by the Engineer prior to performing work,
Place the special sealing packer and television camera into the main line and
move to the lateral connection to be sealed. Position the sealing packer so that
it straddles the lateral connection. Inflate the ends of the sealing packer to
isolate the lateral connection from the remainder of the main line sewer. Insert
inflatable inversion tube into the lateral connection line. The tube shall have a
maximum outside diameter of one quarter (1/4) inch less than the inside
diameter of the lateral connection pipe, exceptfor the last 18 inches of the tube"
which will be equal to or greater than the diameter of the lateral connection
pipe. This larger section of the inversion tube will form a seal to the pipe, the
result of which is an isolated annular void in both the main sewer line and the
lateral connection line. Apply and maintain a 15-psi inversion tube pressure
during the sealing operation for the 4-inch diameter regular inversion tube. The
chemical sealant shall then be injected through the special packer into the
annular space between the main sewer line and the special packer and in the
annular space between the inversion tube and the lateral connection pipe.
The pumping and metering device shall be such that proportions and quantities
of the materials being injected can be instantly regulated. The chemical mixing
ratios shall be adjusted and set never less than 30 seconds.
BID NO: 36-00/01 CITY OF MIAMI BEACH
DATE: 8/29/01 118
The void pressure monitoring equipment described herein shall be operating
during the sealing operations. The television, grout pumping, and air pressure
monitoring equipment shall be integrated so that proportions, quantities, and
void pressure for materials and sealing can be instantly monitored and
regulated in accordance with the type and size of the joint and break in the pipe
or leak.
Monitoring of the amount of chemical being pumped shall be based on the
number of pumped strokes delivered for each sealed lateral connection. This
shall be recorded and made available to the Engineer. The maximum pump
outlet settings shall be as follows:
1. Pump ratio of 10: 1
1/2-incl) hose diameter outlet; pressure 27 Ibs.
1/8-inch hose diameter outlet; pressure 23 Ibs.
2. Pump ratio of 5:1
1/2-inch hose diameter outlet; pressure 40 Ibs.
5/4-inch hose diameter outlet; pressure 35 Ibs.
The Contractor shall perform test demonstrations to verify accuracy of
calibrations of pump pressures and liquid amounts injected per stroke prior to
commencing sealing operations.
If this test demonstration fails to show that readings are accurate, the
Contractor shall be required to make required repair or adjustments to the
equipment and gauges, and retest until the results are satisfactory to the
Engineer. This test demonstration may be required at any time during the
sealing operation.
Upon completion of the injection, the lateral connection shall then be again air
tested as specified herein before. Should it fail to pass the air test, it shall be
re-sealed and re-tested'until the test requirement can be met. The grouting rig
shall then be moved forward, wiping away the excess grout and allowing the
television camera to move to a suitable position for inspection. No payment will .
be made for sealed lateral connections (lateral connection sealing plus sealing
material) that do not meet test requirements. If a tight seal is not secured, the
Contractor shall remove the equipment and make such adjustments as are
necessary to make a tight seal. No payment will be made for sealed lateral
connections, unless all written data forms and videotapes are complete and
accurate.
The excess grouting material removed from the lateral connection shall be
flushed or pushed and trapped at the nearest downstream manhole, removed
from the sewer system and disposed of by the Contractor.
BID NO: 36-00/01
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The disposal should be done as recommended by the chemical grout
manufacturer and in accordance with local, state, and federal regulations. In no
case shall excess grout material from succeeding sections be allowed to
accumulate and be flushed down the sewer.
5.03.3 LATERAL CONNECTION OPEN FLOW VERIFICATION
After completing a successful test (and if required, seal of a lateral connection),
the following two step procedure shall be performed to insure that the sealing
operation has not blocked the lateral connection, preventing the normal flow of
sewage from the affected residence.
With the equipment in place for the sealing operation, the connection line
element shall be retracted and air injected into the lateral connection while
monitoring the rate of air loss to determine if the connection line is clear. The
information shall be adequately recorded..
The Contractor shall request the building occupant to run water while the lateral
connection to the mainline sewer is beil)g viewed and recorded on the video
screen. If no water is observed coming from the lateral connection: and/or air
loss is not observed, it shall be assumed that the grouting operation has
blocked the lateral connection, in which case the Contractor shall attempt to
clear the blockage. After clearing the service, the Contractor shall repeat the
above process to insure a clear sewer service. If blockage occurs in the lateral
connection after the Contractor leaves the site, the Contractor will be notified by
the Owner and given four hours to respond and relieve any stoppage. All costs
incurred by the Contractor to respond and relieve a stoppage shall, be borne
entirely by the Contractor. If the Contractor fails to respond to a call by the
Owner or Engineer within four hours, then the Owner or Engineer will remove
the blockage and all expenses incurred for clearing the blockage shall be the
Contractor's responsibility.
If the COr'ltractor does respond to the call within four hours, but after attempting
to relieve the blockage in a reasonable amount of time is unsuccessful, then the
Owner will remove the blockage and all expenses incurred for clearing the
blockage will be the Contractor's responsibility. As an alternative, the
Contractor may appoint a plumber to be his agent in such cases.
In the event that sewage backup occurs and enters dwellings, the Contractor
shall be responsible for all cleanup, repair, and property damage costs and
claims. If grouting operations restrict or prevent simultaneous sewage flow
passage, the Contractor shall plug and/or provide by-pass pumping in
conformance with this section and shall be responsible for damage caused by
sewage backup that may occur during the sealing operation, a door tag
supplied by the Contractor and approved by the Engineer shall be placed on
each affected residence by the Contractor.
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5.03.4 MONITORING OPERATIONS DURING TESTING AND SEALING
The Contractor shall provide monitoring and video recording by closed circuit
television of the lateral connection test and grout seal operations, and the
process to insure clear house connection pipe. Provide clear and visible
pictures of the positioning of grout equipment, as well as the finished lateral
connections. All sealing operations finished lateral connection. All sealing
operations shall be permanently recorded on videotape before and after the
sealing operation. Size of pictures televised on the monitor, measured
diagonally across the picture tube, shall be a minimum of 12 inches.
Suitable metering devices shall be attached to the intemal inspection
equipment so that the exact location of the equipment within the pipeline can be
noted at all times. During the video taping of the mainline sewer provide audio
on the tape giving the correct building address as' each lateral connection is
encountered, type and estimated leakage, as well as the correct footage, air
test and seal void pressures, and the follow-up procedures to insure a clear
lateral connection and effectiveness ofthe procedure.
5.03.5 RECORDS
For each lateral connection sealed. complete, accurate, and legiblE! records of
the grouting operations shall be kept by the. Contractor, and copies in triplicate
furnished to the Engineer. As an option, the Contractor may supply this
information on an approved electronic format.
These records shall show the location of each operation or point of information
relative to the centerline distance from adjacent manholes, clearly defined.
Measurement of location shall be readable at ground level by means of a
measuring device attached to the internal inspection equipment. Marking on
cable or the like will not be allowed. As each repair is accomplished, notations
shall be made on the pertinent location record showing amount of grout solution
used, address of service, air test pressure, system information, and any other
pertinent information relative to the repair. Failure to fill out logs completely will
result in non-payment for the questioned repair.
5.03.6 OBSTRUCTIONS
Obstructions may be encountered during the course of the sealing operations
that prevent the travel of the packer and camera. Should an obstruction not be
passable, the Contractor shall withdraw the equipment and begin sealing
operations from the opposite end of the sewer reach at no additional cost to the
Owner.
The engineer shall be notified of obstructions encountered. A video tape of the
obstruction shall be provided to the engineer at no additional cost to determine
what action may be taken if any.
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5.04 SPOT REPAIRS
"Spot" or "point" repairs shall be made by the Contractor as directed by the
engineer at the unit costs bid. For the purpose of these Specifications "spot
repair" is defined as any repair to a line in order to restore the pipe to an
acceptable condition, as close as possible to its original design, in which the
source of 1&1 is eliminated and the pipe reinforced to prevent collapse so that it
may be lined. Such work shall include, but not be limited to, repair of cracked
pipe, dropped joints, missing portions of pipe wall, replacement of up to two
pipe sections per spot repair and paving repairs, and shall be performed in
accordance with the requirements specified in this Section. "Possible Spot
Repairs" are noted on the plan sheets. These locations are noted for the
purpose of informing the Contractor of the approximate location of the possible
spot repair in the line segment the Contractor shall be responsible for verifying
the exact location of the spot repair.
The Engineer, after consultation with the Contractor, will make the final
determination on whether or not a spot repair is needed at a particular location,
and if so, to what extent and what method will be used to accomplish the repair.
Payment for this work will be in accordance with the various Proposal Items
established for spot repairs. .
. Polyvinyl chloride pressure pipe will be used for spot repairs of all diameter'
ranges of gravity sewers which require sectional replacement. Pipe shall have a
designation of AWWA C-900 with a dimension ratio SDR35.
Fittings may consist of standard polyethylene lined cast fittings or Harco Class
150 AWWA C-900, PVC fitting as manufactured by the Harrington Corporation
of Lynchburg, Virginia. For branch connections C-900 PVC Tees may be
substituted for wyes if manufacturer's wye is not available. Shop fabricated
ASTM D3034, Type PSM SDR-35 PVC wyes with C900 PVC bells will be
required for service replacements.
Ductile iron manhole connections may be used with C-900 PVC pipe if asbestos
cement connections for appropriate dimensions of C900 PVC pipe are not
available from the manufacturer.
Should replacement of pipe sections be required, the Contractor shall use the
procedures and be governed by the requirements herein and in Section 6.09.1
through 6.09.8 which cover various aspects of pipeline construction, Any
appurtenant pavement work shall be performed as required by Section 6.09.9.
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5.05 JOINT GROUTING
5.05.1 LEAK TESTING
Sewer lines identified to be rehabilitated by the joint grouting method shall be
tested except as provided below. Testing shall be accomplished by applying a
positive pressure to each sewer joint and monitoring the pressure in the void.
The intent of joint testing is to identify defective joints prior to the joint sealing
process.
Testing cannot be performed and will not be required on cracked or broken pipe,
or on visible leaking joints.
The basic equipment used shall consist of a television camera, joint testing
device such as a packer, and test monitoring equipment. In combination, the-
,equipment shall be constructed in such a way as to provide means for
introducing air into the void area created by the expanding ends of the joint
testing device.
Void pressure data shall be transmitted electrically and without the use of the
medium (air) or hoses. All test monitoring shall be above ground and in a
location to allow for simultaneous. continued observation of the television
monitor and test monitoring equipment by the Contractor. The Engineer will
witness all testing.
A. Control Tests
Prior to starting the joint testing phases of the work, a control test or tests, using
one or both of the following methods as determined by the Engineer, shall be
performed:
1. To ensure the accuracy. integrity and performance capabilities of the testing
equipment, a demonstration test will be performed in a test cylinder above
ground. The fest cylinder shall be constructed in'such a manner that a minimum
of two known leak sizes can be simulated. This technique will establish the test
equipment performance capability in relation to the test criteria and ensure that
there is no leakage of the test medium (air) from the system or other equipment
defects that could affect the joint testing results. If this test cannot be performed
successfully, the Contractor shall be instructed to repair or otherwise modify his
equipment and perform the test again until the results are satisfactory to the
Engineer. This test may be required at any other time during the joint testing
procedure if the Engineer suspects the testing equipment is not functioning
properly.
2. After entering each manhole section with the testing equipment, but prior to
the commencement of joint testing, the test equipment shall be positioned on a
section of sound sewer pipe between pipe joints, and a test performed as
specified herein below.
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DATE: 8/29/01 123
This procedure will demonstrate the reality of the test requirement as no joint will
test in excess of the pipe capability. Should it be found that the barrel of the pipe
will not meet the joint test requirements, then the requirements will be modified
to within the pipe integrity limits.
B. Joint Test Procedure
Sewer line joints shall be individually tested at a test pressure equal to pound
per vertical foot ()f pipe depth, but in no case exceeding a pressure of 10 psi. In
order to perform a test on each joint, the following required procedures shall be
executed consecutively.
1. Packer or testing device shall be positioned within the line in such a manner
as to straddle the joint to be tested. .
2. The packer ends or testing device ends shall be expanded so as to isolate the
joint from the remainder of the line and create a void area between the packer or
testing device and the pipe joint. The ends of the testing device shall be
expanded against the pipe with sufficient inflation pressure to contain the test
medium within the void without leakage past the expanded end.
3. Air Test: Air shall then .be introduced into the void area until a pressure equal
or sure is observed with the void pressure equal or greater than the required test
pressure monitoring equipment. After the void pressure is observed to be equal
to or greater than the. required test pressure, the airflow shall be stopped.
Record the pressure drop in one-second intervals for one minute. In general, if
the test pressure cannot be developed or if the void pressure decays by more
than 2 psi within 20 seconds (due to joint leakage), the sewer line joint will have
failed the test.
C. Test Records
1. During the joint testing procedure, complete records shall be kept, recording
the location of the manhole reach in which the testing is being done, the location
of each jOint tested, the test pressures used and the test results. A specific
statement shall be included to indicate if the referenced joint passed or failed the
test. .
2. Joints which, in the opinion of the Engineer, fail, shall be considered for
sealing in accordance with these specifications and the Article 4, "Progress
Payments", Pages 41-42. The Engineer shall make a determination as to the
need for sealing a joint that fails immediately following that joint test.
5.05.2 LEAK SEALING
Sources, or possible sources, of infiltration within the sewer system, are to be
sealed to eliminate infiltration. Concurrently with, or following, internal
observation of the gravity sewer, and after determining the effectiveness, the
Engineer will authorize leak sealing.
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The application of the sealing grout meeting the requirements of Section 5.03
within the pipe shall be by means of remote controlled equipment designed to
be positioned at the specific joint or crack to be sealed and to apply the grout
under sufficient pressure for the grout to pass through the opening and fill voids
outside the pipe as well as the opening in 'the pipe wall. Control of the device
and review of the results shall be by operating the closed-circuit television
camera and van-mounted monitor meeting the requirements of Section 6.03
"Television Inspection". The method of sealing used shall not damage the
pipe or change the pipe alignment, and the original cross sectional area shall
not be permanently reduced or changed.
The basic equipment shall consist of closed-circuit television system, necessary
chemical sealant contain!=lrs, pumps, regulators, valves, hoses, etc., and joint
sealing packers for the various sizes of. sewer pipe. The packer shall be a
cylindrical case of a size less than pipe size, with the cables at either end used
to pull it through the line. The packer. device shall be constructed in such a
manner as to allow a restricted amount of ~ewage to flow at all times. Generally,
the equipment shall be capable of performing the specified operations in lines
where flows do not exceed the maximum line flows as specified in Section 6.01
"By-pass Pumping". When the packer is inflated, two widely spaced annular
bladders shall be formed, each having an elongated shape and producing an
annular void around the center portion of the packer.
Joint sealing shall be accomplished by forcing chemical sealing materials into or
through infiltration points by a system of pumps, hoses, and sealing packers.
Jetting or driving pipes from the surface that could damage or cause
undermining of the pipelines, will not be allowed.
Excavating the pipe, which would disrupt traffic, undermine adjacent utilities and
structures, will not be allowed. The packer shall be positioned over the area of
infiltration and it is important that the procedure used by the Contractor for
positioning the packer by accurate to avoid over pulling the packer and thus not
effectively sealing the point of infiltration. The packer sleeves shall then be
expanded using precisely controlled pressures. The pneumatically expanded
sleeve or elements shall seal against the inside periphery of the pipe to form a
void area at the point of infiltration, now completely isolated from the remainder
of the pipeline. Into this isolated area, sealant materials shall be pumped
through the hose system at controlled pressures which are in excess of
groundwater pressures. The pumping, metering, and packer device shall be
integrated so that the proportions and quantities of materials can be regulated in
accordance with the type and size of the leak being sealed.
Upon completing the sealing of each individual joint, the packer shall be
deflated; with the void pressure meter reading zero pressure, then reinflated and
tested as specified in Section 5.05.1 "Leak Testing".
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Should the Void Pressure Meter not read zero, the Contractor shall clean his
equipment of residual grout material or make the necessary equipment repairs
to provide for an accurate Void Pressure reading. Joints that fail to meet the
specified test criteria shall be resealed and retested until the test criteria can be
met in order to receive payment.
In preparation and application of the sealing grout. the recommendations of the
manufacturer of the grout materials shall be followed.
All testing shall be performed by the Contractor and reviewed by the Engineer.
It shall be the responsibility of the Contractor to seal every leak authorized for
sealiFlg to the extent determined by the Engineer completely. If, in the
Engineer's opinion, it is not necessary to continue with a particular leak, the
crew shall move to the next joint or leak. Grout u'sage should be kept to a
minimum, and should not exceed 15 gallons per joint. The Contractor shall
remove any excess sealing grout remaining inside the sewer line. The
Contractor shall operate the equipment with care, shall be responsible for any
damage to the sewer system or other facilities caused by his operations, and
shall repair such damage at his expense and without delay.
5.05.3 REPAIRS DUE TO CONTRACTOR'S OPERATIONS
The Contractor shall be responsible for repairs to the sewers which are
necessary due to damage caused by the Contractor's operations. Such repair
shall be considered as part of the work and no extra compensation will be
allowed.
The damaged pipe shall be replaced in kind by the Contractor to the satisfaction
Of the Engineer, with emphasis on providing a good, solid foundation for the
new pipe. Temporary paving and permanent paving repairs shall also be made
by the Contractor.
Should replacement of pipe sections be required, the Contractor shall perform
repairs per Section 5.04 "Spot Repairs" and Section 6.0 "Construction
Methods."
The Contractor shall exercise caution to insure that his operations do not further
damage the existing sewer. The Contractor shall immediately repair any
damage using methods satisfactory to the Engineer.
If the Contractor fails to immediately repair such damage the City shall have the
right to make the repair or have the repair made, and may charge to the
Contractor all costs, including administrative costs, engineering fees and
overhead, incurred by the City or private property owners in connection with the
repair.
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5.06 MANHOLE REHABILITATION
The general sequence for the manhole work typical of each work location shall
be as follows:
1. REROUTE CONTRIBUTING SEWER SYSTEMS TO MINIMIZE FLOW IN
SEWER.
NOTE: Whenever the property owners' use of the sanitary sewer must be
interrupted by the rehabilitation work, the Contractor shall notify the residents
two (2) days in advance of the interruption. They shall be informed with a written
notice of when and approximately how long service will be interrupted.
2. Set up bypass pumping system for manhole to be prepared for lining.
3. Initiate bypass pumping of remaining sewage flow, isolate, and dewater (if
necessary) manhole.
4. Prior to entering manholes arid inspecting, evaluate atmosphere to determine
presence of toxic or flammable vapors or lack of oxygen. See Section 3.03,
"Safety Requirements."
5. Clean manhole.
'6. Perform sealing operation, if necessary.
7. Seal frame and grade adjustments (if specified).
8. Prepare surface of manhole of lining.
9. CONDUCT PRE-LINING INSPECTION.
10. Drill holes and inject grout.
11. Coat manhole walls.
12. Perform tests per Section 6.07 "Cleaning and Testing."
13. Reopen any branch or service connection by lining process. Grout annulus
between liner and sewer, exercising caution to ensure that entire annulus if filled
and liner is not collapsed by grout pressure.
14. Examine full extent of rehabilitation and correct any flaws.
15. CONDUCT POST-LINING INSPECTION.
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16. Route normal flow back into sewer.
17. CONDUCT FINAL INSPECTION.
18. Repeat steps 2 through 17 for each remaining manhole.
Contractor shall arrange inspection times and locations with Engineer at least 24
hours in advance of desired inspection times.
5.06.1 MANHOLE REHABILITATION SYSTEMS
Each specified manhole and chamber shall be lined. In general, the liner shall
consist of a combination of mortar and epoxy coating system, or a pure fused
calcium aluminate mortar, or a structural urethane system, any of which shall be
, applied after the manhole has been properly prepared.
The materials used shall be designed, manufactured, and intended for sewer
manhole rehabilitation and the specific application in which they are used. The
materials shall have been successfully used in manhole rehabilitation projects in
South Florida.
The selected product or system must bear the manufacturer's certification that it
will fulfill the requirements described herein when applied in accordance with his
recommendation.
The Contractor shall supply a list of locations and references for other
projects In which the product was used within the previous three years.
Also, see the requirements specified in Section 1.0.
The materials shall be delivered to the job site in original unopened packages
and clearly labeled with the manufacturer's identification and printed instruction.
All material shall be stored and handled in accordance with recommendations of
the manufacturer and the American Concrete Institute.
Urethane materials shall be transported, stored, and maintained with the special
apparatus required to spray these products. The materials will only be handled
by trained and authorized (by the manufacturer) personnel familiar with the
urethane process.
5.06.2 GROUT WALL INTERIORS
All manholes scheduled for this method of rehabilitation shall have a chemical
grout injected through the manhole corbel and wall as described in this section.
After the grout has been injected, the interior wall of the corbel and manhole is to
be coated as described in Sections 5.06.5 and 6.08.
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5.06.3 GROUTING MATERIALS
The chemical grout shall be applied so as to have the grout material flow freely
into the defects. Chemical grout shall be applied by the Engineer prior to
performing work. The following properties shall be exhibited by the grout:
A. Documented service of satisfactory performance in similar usage,
B. Controllable reaction times and shrinkage through the use of chemicals
supplied by the same manufacturer. The minimum gel set time shall be
established so that adequate grout travel is achieved.
C. Resistance to chemicals, most organic solvents, mild acids. and alkali.
D. Compressive recovery return to original shape after repeated deformation.
E. The chemical shall be essentially non-toxic in a cured form.
F. Sealing material shall not be rigid or brittle when subjected to dry atmosphere.
The materials shall be able to withstand moving load conditions.
G. Sealing material shall be non-corrosive.
ADDITIVES
Grout additions may be used for catalyzing the gel reaction, inhibiting the gel
reaction, buffering the solution, lowering the freezing temperature of the solution,
acting as a filler, providing strength, or for inhibiting root growth.
ROOT CONTROL
A root-inhibiting chemical such as dichlobenil shall be added to the chemical
grout mixture at a safe level of concentration and shall have the ability to remain
active within the grout for at least 12 months.
MIXING AND HANDLING
Mixing and handling of chemical grout and forming constituents that may be toxic
under certain conditions shall be in accordance with the recommendations of the
manufacturer and in such a manner as to minimize hazard to personnel. It is the
responsibility of the Contractor to provide appropriate protective measures to
ensure that chemicals or gels produced by the chemicals are under control at all
times and are not available to unauthorized personnel or animals. All equipment
shall be subject to the approval of the Engineer. Only personnel thoroughly
familiar with the handling of grout materials and additives shall perform the
grouting operations.
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5.06.4 TYPES OF GROUT
ACRYLAMIDE GROUT
Acrylamide grout, such as AV-118 (or equivalent), shall consist of a liquid
chemical that readily dissolves in water to form a solution of low viscosity. When
an aqueous catalyst of ammonia persulphate and an activator of
trimethylnomonline are mixed with the acrylamide solution a stiff gel should be
formed.
URETHANE GEL GROUT
Urethane gel grout, such as Scotch-Seal 5610 gel (or equivalent), shall be
hydrophilic polymer. The chemical shall be mixed within the range of eight to ten
parts water and shall contain a reinforcing agent supplied. by the same
manufacturer. The material shall gel and cure to a tough, flexible, elastomeric
condition. When wet, the get shall exhibi~ strength properties of at least 25 psi
tensile at 150 percent elongation. The material shall not change in linear
dimensions more than eight percent when subjected to wet and dry cycles.
A reinforcing agent such as Scotch-Seal Brand 5612 reinforcing agent or equal
shall be used in accordance with manufacturer's recommendations. Any
reinforcing agent that contains lumps must be discarded. Care must be taken to
be sure that the pH of the water in the tank is from 5 to 9. As a precaution
against the possibility of the pH being outside this range, take a small .amount of
water from the tank to which the gel reinforcing agent is to be added and add a
few drops of gel reinforcing agent to this test sample. If precipitation occurs,
drain the tank and retest. Repeat as necessary until dispersion occurs. If
dispersion does not occur, do not use the water source. No additional
compensation will be made if the City's water supply does not fulfill these
requirements.
A filler material such as Celite 292 (diatomaceous earth) from Johns Manville or
equal shall be used. The addition of the filler material shall not exceed the
quantity specified by the manufacturer, and continuous agitation of the water side
of the mixture is required. The filler material may also be utilized as a reinforcing
agent in accordance with the urethane get grout manufacturer's
recommendations.
5.06.5 INTERIOR MANHOLE
This section governs the materials required for completion of brick, block, or
precast concrete wall coatings. The coating material can be complied of the
materials.
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A. EPOXY COATINGS
1. CRYSTALLINE WATERPROOFING MATERIAL
After grout injection and cleaning, a waterproof component based on the
crystallization process shall be applied to the manhole's interior surface. The
system shall combine cementitious and calcium silicate-based materials applied
to the inner faces of the manhole to seal and stop leakage caused by hydrostatic
pressure. A combination of five coats (using three components - two powders
and a liquid resin) shall react with the moisture and constituents of the substrate
to form the crystalline structure. The system shall become an integral part of the
structure and block the passage of water. With moisture present, the
crystaJlization process shall continue for approximately six months. Upon
completion, the color shall be dark gray. Minimum physical properties shall be as
follows: '
Bond strength to calcium aslumnate cement 209.35 psi
ASTM C952
ASTM C881
Slant/Shear bond strength 835 psi
Tensile strength (7-day cure) (at 100% RH)
ASTM C190 (at 50% RH)
Permeability (3-day cure)
8.1 x 10-10 cm/sec to 7.6 x 10-11 cm/sec
(tested at a water head of 4.3 to 177 feet)
380 psi (2.62 Mpa)
325 psi (2.24 Mpa)
CRD C4855
Material shall be Inner-Crystal Waterproofing as manufactured by
Inner-Guard Environmental Services, Inc., Pace, Florida, or approved equal.
2. CEMENTITIOUS MATERIAL
A self-bonding, fiber reinforced, calcium aslumnate cement shall be applied over
the crystalline layer to restore the manhole's structural integrity and provide
corrosion resistant qualities. The cement shall have the following minimum
properties:
Compressive strength
9,880 psi (28 days)
356 psi (28 days) ASTM C496-86
7,630 psi (3 days) ASTM C109
Split tensile strength
Flexural strength
680 psi (10 days) ASTM C78
850 psi (28 days)
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Bond strength
232 psi
ASTM C952
Shrinkage <0.04 percent (24 hours) ASTM C596
<0.08 percent (28 days)
Freeze/Thaw (300 Cycles) No damage
Modules of Elasticity
ASTM C666
7.10 x 106 psi after 24 hours of moist curing at 690F
The mixture shall be suitable to be applied in thickness ranging from at least
inch up to 2-inches. It shall have a dark gray color.
The calcium aluminate cement shall be Inner-Kote Cement L,lning, as
manufactured by Inner-Guard Environmental Services, Inc., Pace, Florida,
or approved equal.
3. EPOXY OUTER COATING MATERIAL
A high build, flexible, waterproofing epoxy shall be applied to a minimum of 30
dry mils. This epoxy shall seal the structure from moisture and provide additional
protective qualities to the surface, including resistance to chemical attack and
abrasion. The epoxy shall be 100 percent solidS, suitable to be applied to damp
surfaces, cure to a tile-like finish, be easy to clean, have no toxic fumes, and be
suitable for direct contact with raw sewage and sewage vapors.
The epoxy shall have the following minimum properties at 75 F:
Mixing Ratio (Parts A:B), by volume
Color
Pot Life (hours)
Tensile Strength
Tensile Elongation
Water Extractable Substances (max.)
Bond Strength to Cement (ASTM 882)
1:1
Light gray
1
2,000 psi
1 0 - 20 percent
5 mglinch2
1,800 psi
Chemical resistance shall include, but not limited to: alcohol(s), trichloroethylene,
nitric acid (3%), jet fuels, water, sulfuric acid (3% - 10%), MEK, wine, butyl
acetate, beer, lactic acid (3%), gasoline, corn oil, aluminum sulfate, paraffin oil,
vegetable juice, sodium chloride, motor oil, hydrochloric acid (3%).
The epoxy coating shall be Inner-Kote, as manufactured by Inner-Guard
Environmental Services, Inc., Pace, Florida, or approved equal.
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CITY OF MIAMI BEACH
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B. PURE FUSED CALCIUM ALUMINATE LINER COATINGS
1. LINER MATERIAL
After grout injection and cleaning, an acid resistant fiber-reinforced pure fused
calcium aluminate cementitious liner product shall be used to form a
structural/structurally enhanced monolithic liner covering all interior substrate
surfaces and shall have the following minimum requirements at 28 days:
(a) Compressive strength
(b) Tensile strength
(c) Flexural strength
(d) Shrinkage at 95% RH
(e) Bond
,(f) Applied tensity
(g) Freeze/thaw
ASTM C109
ASTM C496
ASTM C293
ASTM C596
ASTM C882
ASTM C666
>9,000 psi
>800 psi
>1,200 psi
o percent
>1,600 psi
150 pet "5 Ibs.
300 cycles, no change
Product shall be Sewpercoat as manufactured by Lafarge Calcium
Alumlnates, or approved equal.
2. WATER
Water used to mix product shall be clean and potable. Questionable water shall
be tested by a laboratory in accordance with ASTM C94 procedure. Potable
water need not be tested.
C. URETHANE COATINGS
After grouting injection and cleaning, the coating material shall be sprayed onto
the surface of the manhole and shall be a urethane resin system formulated for
the application within a sanitary sewer environment. The urethane will exhibit
suitable corrosion resistance and enhance the integrity of the existing manhole.
Unless dictated by varying effluents, the spray system shall be a urethane and
exhibit the cured physical strengths specified herein. The coating system shall
be capable to being applied over wet surfaces without degrading the final
product.
The cured urethane system shall conform to the minimum physical standards, as
follows. The long-term data is for a 50-year design life of the process.
Cured Urethane
Standard
Tensile Stress
Flexural Stress
Flexural Modulus
ASTM D638
ASTM 0790
ASTM D790
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Long-Term Data
5,000 psi
10,000 psi
550,000 psi
CITY OF MIAMI BEACH
133
Structural urethane process products shall be those manufactured and/or
supplied by Spraywall, Inc., Jacksonville, Florida, or approved equal.
5.06.6 GROUT CORBEL INTERIOR
All manholes scheduled for this method of rehabilitation shall have a chemical
grout injected through the manhole corbel as described in Sections 5.06.3 and
5.06.4. After the grout has been injected through the manhole's corbel, the
interior wall of the corbel and the manhole is to be coated as described in
Sections 5.06.5A, 5.06.5B, or 5.06.5C.
5.06.7 CHISEL CRACKS AND GROUT
All manholes spheduled for this method of rehabilitation shall have a chemical
grout injected through the manhole corbel and wall as described in Sections
5.06.3 and 5.06.4. After the grout has been injected through the manhole corbel
and wall, and prior to coating the corbel and walls as described in Sections
5.06.5A, B, or C, loose material shall be chiseled from the manhole corbel and
wall to provide a sound foundation to apply the coating material.
5.06.8 Manhole frame, cover, grade adjustments, and inserts
A.GENERAL
This section describes replacement of existing manhole covers and frames,
removal of manhole frame grade adjustments, and the installation of new
adjustments were existing manholes must be raised or the adjustment is
defective. This section also governs the construction procedures for sealing
manhole frames and grade adjustments
B. ALLOWABLE MATERIALS
For this solicitation, final review of material for conformance with the plans and
specifications shall be obtained by the Contractor through the shop drawing
approval process.
C. MATERIALS
ADJUSTMENT FRAME AND SEAL
Precast concrete grade adjustment rings and flattops shall conform to the
requirements of ASTM C478. To accommodate steep surface grade,
non-uniform precast adjustment rings may be manufactured so that they are two
inches deep on one side and three inches deep on the opposite side. In no
instance may any non-uniform precast adjustment rings be less than two inches
thick. Adjustment rings of uniform thickness must be at least two inches thick.
Minimum thickness of flattops shall be six inches in non-paved areas and eight
inches in paved areas.
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1. The replacement precast grade adjustments shall provide a structural capacity
equal to or greater than the existing or specified manhole frame and shall not
affect the opening size or surface appearance.
2. Bitumastic gasket material shall meet or exceed Federal Specifications
SS-S-210A. The material shall show no signs of deterioration for a period of 30
days when immersed in solutions of acid, afkali, or saturated hydrogen sulfide.
Joints shall show no sagging when tested at 135 F for a period of five days.
3. Concrete bonding agent shall be Acryl #60 as manufactured by
Thuro-Seal Company or approved equal.
4. Portland Cement concrete shall meet the requirements of ASTM C928.
5. Polyethylene sheeting shall have a minimum thickness of four mils.
D. REPLACE MANHOLE FRAME AND COVER
The replacement cover shall be the same ~hape and size as the existing cover
and shall form a water-resistant seal between the frame and manhole. cover
surface. The cover shall have concealed pickholes, an indented top design, and a
machined bearing surface on the bottom of the casting. The cover shall conform
to ASTM A48, Class 30 or better, for Gray Iron. The cover shall have a tensile
strength of 30,000 psi.
1. A typical cover design shall be USF 310-A.
2. Covers shall set flush with the rim of the frame and shall have no larger than a
1/8-inch gap between the frame and cover.
3. Bearing surfaces shall be machine finished.
4. Bolt-down type covers shall be provided with machined surfaces, O-ring gasket
and five-eighths (5/8)-inch hex head brass cover bolts. Cover bolt heads shall fit
flush or below top of the cover. The Gring gasket shall be neoprene or other
synthetic, sixty (60) plus or minus five-(5) hardness when measured by ASTM
D2240 type durometer. Covers shall be Neenah R-1916-D or USF
310-A-BWT.
5. Frame material shall be cast iron conforming to ASTM A48, Class 30 or better.
The frame shall exhibit a tensile strength of not less than 30,000 psi.
6. Frames shall be Neenah R-1077, East Jordan 1022Z HD or USF 310, 420 or
440, depending upon depth.
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7. Frames for bolt-down covers shall be provided with machined surfaces and
five-eighths (5/8) inch bolt covers. Frames shall be Neenah R-1916-D or USF
310-BWT.
E. INSTALLATION OF MANHOLE INSERT
All manholes scheduled for any type of rehabilitation shall have an insert
installed. The insert that is installed under the cover shall be watertight and
prevent entry of water into the manhole. The manhole insert shall be designated
to prevent inflow through and around manhole covers and manufactured to fit the
manhole frame rim upon which the manhole cover rests.
1. The manhole insert shall be manufactured from a corrosion-resistant material
able to withstand the environment of a sanitary sewer system, oils, and fuel that it
may come in contact with. The material shall withstand a temperature of 245 F.
The manhole insert shall have a mi"nimum thickness of 1/8 inch.
2. The insert shall have an approved system of relieving gas, water, and vacuum
pressure and shall be complete with a closed-cell neoprene or polyethylene
gasket with adhesive backing installed on the underside of the insert rim by the
manufacturer. The insert shall have a corrosion-resistant strap inst~lIed within
the bowl for ease of installation and removal. "
3. The manhole insert shall be fully seated upon the manhole frame rim and the
cover replaced to complete the installation.
4. The manhole insert must be approved by the engineer prior to installation.
5.07 MISCELLANEOUS MATERIALS
Miscellaneous materials necessary for a complete installation, not specified
herein, shall be equal in quality to the specified materials suitable for the
intended use. All minor items implied, usually included or required for the
construction of a complete operating system, shall be installed whether specified
or not.
The Contractor shall furnish and install the following materials or equals:
Landscaping materials Specified in Section 6.09.11
Paving materials Specified in Section 6.09.9,
"Pavement Removal and
Replacement" .
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DATE: 8/29/01 136
Repair Couplings, Adjustable - for connecting stainless steel plain-end vitrified
clay pipe, by Romac Industries, Inc., Style ssi.
6.0 CONSTRUCTION METHODS
All work under this Contract shall be performed by skilled workmen experienced
in similar installations, with the best current accepted practices of the building
trades, and to all applicable codes, particularly the South Florida Building Code.
The Contractor shall not interrupt or impede the flow of sewage through existing
sewers during construction except as permitted by the Engineer.
Bypass pumping is required for lining, spot repairs, joint grouting and/or manhole
rehabilitation of the. sewers.
The Contractor shall, by using temporary pipelines, hoses, plugs, and pumps,
bypass the sewage around the section of main to be rehabilitated until that
section is completed and accepted.
Costs for temporary connections required for maintaining service during
construction shall be included in other parts' of the job and no additional
compens~tion will be allowed.
To minimize the inconvenience to the property owners, the work described in the
Sequence of Construction shall be limited to two sections of sewer at a time,
unless otherwise permitted by the Engineer. A section of sewer in these
specifications shall be defined as the pipe extension from manhole to manhole.
Should any phase of the work lag, the Engineer will suspend other phases until
the lagging phase is brought up to schedule. Such action by the Engineer shall
be for the purpose of confining the construction work to as small an area as
possible and shall not be used as justification to request an extension of
completion time.
Temporary paving, if required, shall be as specified in Section 6.09.9,
"Pavement Removal and Replacement" herein and shall be placed the same
day as the ditch backfill, and shall be maintained by the Contractor until such
time as the permanent paving is completed. Temporary paving shall be replaced
with permanent paving within 30 days.
Pipe and fittings shall at all times be handled with great care to avoid damage. In
loading and unloading, they shall be lifted (using straps not chains) with cranes
or hoists, or slid or rolled on skidways in such manner as to avoid shock.
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Under no circumstances shall this material be dropped or allowed to roll or slide
against obstructions.
Pipe and/or lining material shall be distributed along the right-of-way in advance
of installation only to the extent approved by the Engineer. Such materials shall
be so placed as to keep obstruction of traffic at a minimum. No portion of these
specifications shall be construed that the City provides land for staging and
storage yards during construction.
During construction the Contractor shall, by sprinkling with water or by other
means approved by the Engineer, eliminate dust annoyance. No additional
compensation will be paid to the Contractor for any costs incurred in complying
with these provisions. .
J"he Contractor shall provide all barricades and/or flashing warning lights
necessary to warn pedestrians and traffic of the construction throughout the
Project. Every effort must be made to reduce inconveniences and nuisances to a
minimum.
6.0.1 USE OF PUBLIC STREETS
The use of public streets and alleys shall be such as to provide a minimum of
inconvenience to the public and to other traffic. Any earth or other excavated
material spilled from trucks shall immediately be removed by the Contractor and
the streets cleaned to the satisfaction of the governing authority. The
Contractor's work and equipment shall be confined within the public right-of-way.
Temporary easements may be required and must be submitted and approved by
the City before performing work.
6.0.2 CARE OF TREES, SHRUBS AND GRASS
In the course of the work, it may become necessary to remove trees if they
interfere with Construction. City of Miami Beach 'have ordinances regulating the
removal, relocation and pruning of trees in the public right-of-way, and these
ordinances shall be strictly adhered to. The Contractor shall obtain a permit from
City of Miami Beach or other regulatory agencies having jurisdiction over the
work area before removing, relocating and/or pruning any tree. The Contractor
shall abide by all requirements and conditions of the permit, and shall include all
costs under the various Proposal Items, as no other compensation will be
provided.
The Contractor shall be fully responsible for maintaining in good condition all
cultivated grassplots, trees, shrubs, and irrigation systems. Where maintained
shrubbery, grass strips or area must be removed or destroyed incident to the
construction operation, the Contractor shall, after completion of the work in said
area, or as directed by the Engineer, replace or restore to the original condition
all destroyed or damaged shrubbery or grass areas.
BID NO: 36-00/01 CITY OF MIAMI BEACH
DATE: 8/29/01 138
Tree limbs, which interfere with equipment operation and are approved for
pruning, shall be neatly trimmed and the tree cut coated with a tree paint.
Material shall be disposed of by the Contractor at a designated dump facility.
Weeded areas shall be replaced with grass sod, and' shall be restored to a
"green" area. The sod area shall be watered and maintained until a good grass
growth has developed, but not to exceed a maximum period of 60 days. All
areas to be restored by this method shall be pre-approved in writing from the
Engineer. '
See also Section 6.09.11, "Landscaping" for planting solid sod.
6.0.3 TRAFFIC CONTROL
If required by the Engineer, the Contractor shall make arrangements for the
employment of uniformed off-duty policemen to maintain and regulate the flow of
traffic through the construction area. The number of men required and the
number of hours on duty necessary for the maintenance and regulation of the
traffic flow shall be subject to their approval. The cost of such off-duty policemen
shall be paid from the Proposal Item established for this purpose.
The Contractor shall provide all barricades ancllor flashing warning lights
necessary to warn motorists of the construction throughout the Project.
Adequate barricades shall be erected and maintained by the Contractor to detour
traffic from above the sewer during construction.
Excavated or other material stored adjacent to or partially upon a roadway
pavement shall be adequately marked for traffic safety at all times. The
Contractor shall provide necessary access to all adjacent property during
construction.
The Contractor shall be responsible for the provision, installation and
maintenance of all traffic control and safety devices, in accordance with
specifications outlined in the FDOT Roadway and Traffic Standards. In addition,
the Contractor shall be responsible for the resetting of all traffic control and
information signing removed during the construction period.
Where excavations are to be made in the vicinity of signalized intersections, the
Contractor is alerted that vehicle loop detectors may have been embedded in the
pavement. The Contractor shall verify these locations by inspecting the site of
the work and by contacting the City of Miami Beach Public Works Department
and Miami-Dade County Traffic Department. Any loop detector which is
damaged by the Contractor, whether shown on the Plans or not, shall be
repaired or replaced by the Contractor, at his expense, and to the satisfaction of
the City.
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The Contractor shall notify the City of Miami Beach Public Works Department 24
hours in advance of the construction date, and the Miami-Dade County Traffic
Division 48 hours in advance of construction within any Miami-Dade County
maintained signalized intersection. The City of Miami Beach Public Works
Department shall be notified 48 hours j';' advance of construction in all
intersections.
Temporary pavement will be required over all cuts in pavement areas, and also
where traffic is to be routed over swale or median areas as indicated in attached
detail. When the temporary pavement for routing traffic is no longer necessary, it
shall be removed and the swale or median areas restored to their previous
condition.
Pavement markings. damaged during construction shall be remarked promptly by
the Contractor, in accordance with Section 6.09.10, "Pavement Markings".
6.01 BY.PASS PUMPING
The Contractor shall be prepared to bypass pump the sewage effluent as a part
of his operations. The Contractor shall submit complete, detailed plans for this
aspect of the work to the Engineer for approval prior to the issuance of the Notice
to Proceed. The Contractor shall provide all pumps, piping, and other equipment
to accomplish this task; p~rform all construction; obtain all permits; pay all costs;
and perform complete restoration of all existing facilities to equal or better
condition and to the satisfaction of the Engineer. All costs of accompli~hing the
bypass pumping tasks, at whatever volume, and all associated work, such as
restoration, shall be considered as incidental to the work covered by pay items in
the Proposal and no extra compensation will be allowed. At no time will sewage
be allowed to spill onto any surface. Any leaks in temporary piping, hoses,
connectors or equipment shall be sealed immediately, the spill thoroughly
cleaned and the area disinfected.
6.01.1 PUMPING DOWN ISOLATED SEWER SECTIONS
The Contractor shall be prepared to isolate/dewater and pump down the
segments of sanitary sewer that will be rehabilitated. This item will be applicable
only in locations where the system is surcharged and must be approved by the
Engineer prior to commencement of the pumping down activities. The Contractor
shall provide all pumps, plugs, piping, and other materials and equipment to
accomplish this task; perform all construction; obtain all permits; pay all costs;
and perform complete restoration of all existing facilities to equal or better
condition and to the satisfaction of the Engineer.
All costs of accomplishing this pumping down isolated sewer sections task at
whatever volume, and all associated work such as restoration, shall be
considered as incidental to the work covered by this pay item in the Proposal.
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6.02 REHABILITATION CLEANING
Prior to any rehabilitation work, the sewer shall be thoroughly cleaned to produce
a clean interior free of all coatings, concrete, sand, rock, bricks, broken pipes,
mineral deposits, roots, grease, sludge or other deleterious materials.
During all cleaning and preparation operations all necessary precautions shall be
taken to protect the sewer from damage. During these operations, precautions
shall also be taken to insure that no damage is caused to public or private
property adjacent to or served by the sewer or its branches. Any damage
caused to public or private property as a result of the Contractor's operations
shall be the Contractor's sole responsibility.
Branch lines shall be protected from blockage by debris dislodged by the
cleaning/surface preparation.
All sludge, dirt, sand, rock, grease, roots and other solid or semi-solid materials
resulting from cleaning/surface preparation operations shall be removed at the
downstream manhole of the section being cleaned or prepared. No material
shall be passed from section to section. When hydraulic equipment is used, a
suitable dam or weir shall be placed in the downstream manhole to trap all solid
materials.
All waste materials and debris resulting from these operations shall be removed
daily, conveyed to a site selected by the Contractor, and approved by the
Engineer. All costs for such removal and disposal, including tipping fees, shall
be included in the price bid under the various Proposal Items and no other
compensation will be provided. Under no circumstances shall sludge or other
debris removed during these operations be dumped or spilled into the streets,
ditches, storm drains or other sanitary sewers.
Any load of material, or any portion thereof, disposed of in a non-permitted
fashion will result in a charge to the Contractor in the amount of $2,500.00 per
load in addition to the actual costs incurred to dispose of the material, or any
portion thereof, which sum will be deducted by the City from any monies due the
Contractor. This charge is in addition to any other damages specified elsewhere.
Failure of the Contractor to comply with proper waste removal could result in a
citation being issued against him in accordance with the rules and regulations of
the City.
The Contractor shall keep their haul route and work area(s) neat and clean and
reasonably free of odor, and shall bear all responsibility for the clean-up of any
spill which occurs during the transport of cleaning/surface preparation
by-products and the clean-up of any such material which ;s authorized by or
pursuant to this Contract and in accord with applicable laws and regulations. The
Contractor shall immediately clean up any such spill, or waste.
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If the Contractor fails to clean-up such spill, or waste immediately, the City shall
have the right to clean-up or arrange for its clean-up and shall charge to the
Contractor all costs, including administrative costs and overhead, incurred by the
City in connection with such clean up. The City may also charge to the
Contractor any costs incurred or penalties imposed on the City as a result of any
spill, dump or discard. Under no circumstances is this material to be discharged
into the waterways or any place other than where authorized to do so by the
appropriate authority. The term "Contractor" as used in this section shall include
the Contractor's subcontractors and other Contractors.
The general requirements for vehicles hauling such waste materials are as
follows: Transport vehicles must be of type(s) approved and permitted as
required by regulatory agencies for this application by the political jurisdictions
involved.
General requirements are that the vehicles have watertight bodies, that they be
properly equipped and fitted with seals and covers to prohibit material spillage or
drainage, and that they be cleaned as often as is necessary to prevent deposit of
material on roadways. Vehicles must be loaded within all legal weight limits and
operated safely within all traffic and speed regulations.
The routes used by the Contractor for the cOhveyance of this material on a
regular basis shall be subject to approval by the governing authority having
jUrisdiction over such routes.
6.03 TELEVISION INSPECTION
Prior to commencement of work the Contractor shall submit to the Engineer for
approval a sample videotape and printed location report. No lining, grouting or
spot repair work will begin until the Contractor has received written approval from
the Engineer. After cleaning, and again after the rehabilitation work on each
particular project is completed, all sections shall be visually inspected by means
of closed-circuit television.
.
The television camera used for the inspection shall be one specifically designed
and constructed for such inspection. Lighting for the camera shall be suitable to
allow a clear picture of the entire periphery of the pipe. The camera shall also be
capable of video taping the laterals from the sanitary sewer pipe to the
right-of-way line as directed by the Project Representative. The intent of the
lateral video inspection is to determine if specified laterals have been plugged or
if they are active. The camera shall be operative in 100 percent humidity
conditions. The camera, shall be moved through the line in either direction at a
moderate rate, stopping when necessary to allow proper documentation of the
sewer's condition. In no case shall the television camera travel at a speed
greater than 30 feet per minute.
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Measurement for location of defects shall be above ground by means of a meter
device. Printed location records shall be kept by the Contractor and shall clearly
show locations relative to manholes. A copy of such records shall be supplied to
the City on each Project.
A video tape recording of each television inspection shall be supplied to the
Engineer. The videotape shall be capable of being played back at the same time
speed that it was recorded.
6.04 SEALING
Should the Contractor require a sealing method to dry up the pipe. the following
procedure will be used. There will be no direct payment for sealing. This item is
considered incidental to the liner.
Chemical joint sealing materials shall be as specified in Section 5.03, "Chemical
Grout Sealing Materials". The Contractor shall modify his equipment as
necessary to seal the leaks, however both his equipment and sealing method
must meet the approval of the Engineer prior to use.
Extreme caution shall be utilized during leak sealing (pressure) operations in
order to avoid damaging the already weakened sewer pipe. If any damage
occurs, it shall be repaired as specified under Section 6.09 "Repair and
Replacement Work", and to the satisfaction of the Engineer.
6.05 SEWER SURFACE PREPARATION FOR LINING
Preparation of the interior surface shall be accomplished by a thorough
high-pressure water-jet cleaning. The pipe shall be left free of all loose concrete,
sand, rock, or other deleterious materials. Any roots in the pipe shall be either
removed or cut off flush with the interior surface.
Any protruding pieces of concrete dropped joints or broken pipe shall be
subjected to point repair so that the pipe is left in' a clean smooth condition in all
respects ready for lining. Sealing, if required, shall be performed at this time..
See Section 6.04, "Sealing" for procedure.
If conditions (such as broken pipe and major blockages) that will prevent proper
cleaning or where additional damage would result if cleaning is attempted or
continued are found then the Contractor, with the concurrence of the Citys'
Project Representative and authorized in writing, shall perform the necessary
spot repair(s) and then complete the cleaning.
Precautions shall be taken by the Contractor to ensure that no damage or
flooding of public or private property is caused by the cleaning operation.
The prepared pipe shall be reviewed by the Engineer for cleanliness and
smoothness before the Contractor is given approval to install the impregnated
liner.
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6.05.1 ROOT REMOVAL
Special attention shall be used during the cleaning operation to assure removal
of roots from the joints to the satisfaction of the engineer. Procedures may
include the use of mechanical equipment such as rodding machines, bucket
machines and winches using root cutters and porcupines, and equipment such
as high-velocity jet cleaners. The Contractor may submit other systems for
approval. Root removal shall be considered incidental cleaning work and no
additional payment will be made for root removal.
A root inhibiting chemical such as dichlobenil shall be added to the chemical
grout mixture at a safe level of concentration and shall have the ability to remain
active within th~ grout for at least 12 months.
6.06 LINER INSTALLATION
General
The proposed method(s) of installation shall be by the resin impregnated cured in
place lining installation.
Lining
Cleaning and spot repair of the existing line shall result in a line which is clear of
all loose or intrusive material and free of projection which might snag or create
stress concentrations in the liner.
The Contractor shall present to the Engineer, for approval, description of his
methods for avoiding liner stoppage due to conflict and friction with such points
as the manhole entrance and the bend into the pipe entrance. He shall also
submit plans for dealing with a line stopped by snagging within the pipe. This
information shall be rendered to the City in a timely fashion prior to the
preconstruction conference.
The Contractor shall have on hand at all times, for use by his personnel and the
Cltys' Project Representative, a digital thermometer or other means of
accurately and quickly documenting the temperature of exposed portions of the
liner.
The Contractor shall immediately notify the Engineer of any construction delays
taking place during the insertion operation. Such delays shall possibly require
sampling and testing by an independent laboratory of portions of the cured liner
at the City's discretion. The cost of such test shall be born by the Contractor and
no extra compensation will be allowed. Any failure of sample tests or a lack of
immediate notification of delay shall be automatic cause for rejection of that part
of the work at the City's discretion.
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DATE: 8/29101 144
The water circulating and heating system used for curing shall have the written
approval of the liner manufacturer. The system together with the manufacturer's
approval shall be submitted to the City for approval prior to lining operations.
Should the liner not make a tight seal at the'.inside manhole wall, a seal shall be
made by use of extra polyester fiber felt and epoxy resin. Pipe entries and exits
shall be smooth, free of irregularities, and watertight.
No pin holes, cracks, thin spots, or other defects in the liner shall be permitted.
The City reserves the right to check the liner with its forces and detector
equipment. The Contractor shall not reactivate any section until he has received
approval from the Engineer to do so. If the City exercises its option, and any
defects, pinholes, or inferior workmanship .are found, they shall be corrected by
the Contractor to the satisfaction of the Engineer.
Curing and cool down procedures shall I?e as specified by the manufacturer.
When draining water, care shall be exercised not to create a vacuum in the line.
6.07 CLEANING AND TESTING
Upon completion, each section of lined sewer is to be cleaned, tested and
.inspected. All repairs shown necessary by the tests and inspection are to be
made and the sewer left entirely clean and ready for use.
Any defects found in the system are to be corrected by the Contractor to conform
to the requirements of the Specifications.
The interior of each sewer section shall be thoroughly cleaned to the satisfaction
of the Engineer. Dirty water shall be disposed of as specified in Section 6.02,
"Rehabilitation Cleaning", as applicable.
After the system has been lined and prior to reconnecting any service laterals the
Contractor shall televise the newly lined system. The purpose of this inspection
. is to identify any defects in the liner that may allow infiltration to enter the system.
The television inspection shall be conducted while the newly lined system is
isolated from the surrounding system by means of plugs and is free of sewage.
Any defective sections of liner shall be repaired or completely replaced at the
discretion of the Engineer whose word shall be final. Any gaps between liner and
manhole wall shall be filled with epoxy resin and polyester fiber felt to provide a
smooth leak free transition.
In the event that a sewer line leaks within a period of one year following
acceptance of the Project, the Contractor shall be required to return and replace
it with a new section of pipe or liner or, if approved by the Engineer, to eliminate
leaks by other approved means of repair.
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The allowable limits of infiltration, or leakage, for the entire lined system, or any
portion thereof, including lateral service lines shall be zero gallons with no
allowance for service pipe or manholes.
The Contractor shall, at his own expense, employ the services of an independent
laboratory (as approved by the Engineer) to perform tests on the liner (in
accordance with applicable ASTM Standards) to verify that the liner meets or
exceeds the requirements of these specifications, as directed by the Engineer.
The Engineer will request these tests if in his opinion, the materials or
workmanship appears deficient. The Contractor will supply samples to the
laboratory within 48 hours of notification of the test requirements and" will supply
two (2) copies of the laboratory results to the Engineer within 24 hours of receipt
of the.results.
6.08 MANHOLE REHABILITATION
A. INSPECTION
After cleaning, and again after the rehabilitation work on each particular manhole
is completed, all sections shall be visually inspected in the presence of the
Inspector. The Contractor shall arrange inspection times and locations with the
Engineer at least 24 hours in advance of desired inspection times.
B.GENERAL
Flow control, as specified in Section 6.01, "By-pass Pumping" shall be
exercised as needed and required to ensure that no flowing sewage comes into
contact with sections of the manhole under repair.
All materials, machinery, and safety equipment shall be supplied by the
inspection and installation crews. The crew shall adhere to applicable confined
space entry. OSHA, and other safety regulations in performing the work
described. Proper hamesses, respirators, gas detecting devices, ventilation
systems, and back-up safety equipment shall be used as required. Traffic control
shall be provided for the immediate work area and shall be coordinated with local
government and other parties involved.
In general, each manhole shall be rehabilitated by grout injection accompanied
with the application of either a cementitious and epoxy coating process, a fused
calcium aluminate process, or a structural urethane process.
C. CLEANING
The manhole or chamber surface shall be clean, structurally sound, and free
from oil, grease, loose mortar, paints, protective coatings, efflorescence, laitance,
and airing compounds. The condition of the manhole or chamber may require
the use of an environmentally safe degreasing compound; if so, the surface shall
be thoroughly rinsed to eliminate any residue.
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A chemical wash shall be used to clean and degrease the interior of manhole or
chamber. The entire structure shall then be thoroughly watered and/or sand
blasted to remove any loose or deteriorated material. The Contractor shall clean
all accumulations of debris (such as dirt, grease, loose mortar, bricks, and
concrete), and dispose of properly. Care shall be taken to prevent any loose
material from entering outlet sewer lines by inserting a -inch mesh protective
screen at the manhole's outlet.
D. EQUIPMENT
The Contractor shall utilize specially designed machines consisting of an
optimized progressive cavity pump capable of producing a minimum of 250 psi
pumping pressure, patented contrablend mixer with twin ribbon paddle~ with end
discharge, and an air system for low velocity spray application of product.
6.08.1 APPLICATION OF PURE FUSED CALCIUM ALUMINATE LINER COATINGS
A. PREPARATION
1. Place covers over invert to prevent extraneous material from entering the
sewer lines.
2. All foreign material shall be removed from the manhole wall and bench using a
high-pressure water spray (minimum 1,200-psi). Loose and protruding brick, .
mortar; and concrete shall be removed using a mason's hammer, chisel, and/or
scraper. Fill any large voids with quick setting patching material.
3. Injection holes shall be drilled through the manhole at 120-degree angles from
each other at the same plane of elevation. Rows shall be separated no more
than three vertical feet and the holes shall be staggered with the holes in the
rows above and below. Provide additional injection holes near observed defects
and at pipe seals. A minimum of six (6) injection holes shall be provided in the
upper five feet of the manhole, measured from the surrounding ground surface.
Grout shall be injected through the holes under pressure with a suitable probe.
Injection pressure shall not cause damage to the manhole structure or
surrounding surface features. Grout shall be injected through the lowest hole
first. The procedure shall be repeated until the manhole is externally sealed with
grout.
Grouting from the ground surface shall not be allowed.
Grout travel shall be verified by observation of grout at defects or adjacent
injection holes. Provide additional injection holes if necessary to ensure grout
travel.
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Injection holes shall be cleaned with a drill and patched with a waterproof quick
setting mortar.
B. INVERT REPAIR
1. After preparation has been completed, remove all loose material and wash
wall again.
2. Any bench, invert, or service line repairs shall be made at this time using the
quick setting patching material and shall be used per manufacturer's
recommendations.
3. Invert repair shall be performed on all inverts with visible damage or infiltration.
After blocking flow through the manhole and thoroughly cleaning the invert, the
quick setting patch material shall be applied to the invert in an expeditious
manner. When, in the opinion of the Inspector, severe infiltration exists, drilling
will be required to pressure grout using grouting procedures. Manufacturer's
recommendations shall be followed when pressure grouting is required. The mix
shall be troweled uniformly onto the invert at a minimum thickness of inch,
extending out onto the bench sufficiently to tie into the monolithic liner to be
spray applied. The finished invert shall be smooth and free of ridges. The flow
may be re-established in the manhole within 30 minutes after placement of the
material.
C. Mixing
1. Should the reconstruction process require application thickness greater than
inch, a base coast shall be used to build the substrate to within inch of the
finished dimension. For each bad of product, use the amount of water required
per manufacturer's recommendation following mixing procedures as noted on
product bag and using the approved equipment for mixing and application.
2. The base coat material is to be applied in multiple passes. Each application
thickness shall not exceed inch and each application is to be rough troweled.
The base coast is to be built out to within inch of required finished dimensions. .
3. The final coat shall be a minimum thickness of inch. For each bad of
product, use the amount of water or water settings required per manufacturer's
recommendations following mixing procedures noted on product bag and using
the approved equipment for mixing and application.
4. Prepared mix shall be discharged into a hopper and mixing shall continue to
occur in such a manner as to allow spraying continuously without interruption
until each application is complete.
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D. SPRAYING
BASE COAT APPLICATIONS
1. The surface, prior to spraying base coat applications, shall be clean and free
of all foreign material and shall be damp without noticeable free water droplets or
running water, but totally saturated just prior to application of each coat.
Materials shall be spray applied from the bottom of the wall to the top, to within
inch of the original substrate dimension using as many passes as necessary, but
each application shall not exceed inch. The surface is to be rough troweled
after each pass. A light troweling should then be performed to assure that
material penetrates the voids and sets the bond.
2. A final application is applied after the base coat applications have begun to
take an initial set (disappearing of surface sheet). The final application shall be a
minimum thickness of inch. Again, application shall be from the bottom up.
The surface is then troweled to a relatively smooth finish being careful not to over
trowel so as to bring additional water to the surface and weaken it. A brush finish
is then applied to the troweled finish or topcoat surface. Manufacturer's specific
recommendations shall be followed whenever more than 24 hours have elapsed
between applications.
E. BENCH APPLICATION
1. The wooden covers shall be removed at this time and the bench sprayed with
material mixed per specifications and spray applied in such a manner that a
gradual slope is produced from the walls to the invert with the thickness at the
edge of the invert to be no less than 1/2 inch. The wall/bench intersection shall
be rounded to a uniform radius the full circumference of the intersection.
F. Curing
Caution should be taken to minimize exposure of applied product to sunlight and
air movement. If application of additional coats is to be longer than 15 minutes,
the structure shall be covered. At no time should the finished product be
exposed to sunlight or air movement for longer than 15 minutes before or after
closing access. In extremely hot and arid climates, the manhole shall be shaded
while reconstruction is in process. In environments where humidity levels is
below 70 percent, it shall be necessary to keep finished product damp for the first
72 hours.
1. The final application shall have a minimum of eight hours cure time before
being subject to active flow or surcharge.
2. Traffic shall be withheld for 24 hours after application is complete.
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G. Product testing
Four 2-inch cubes shall be cast each day or from every pallet of product used
and shall be properly packaged, labeled, and returned to the manufacturer for
testing in accordance with the owner's or manufacturer's directions for
compression strength per ASTM C109 procedure.
6.08.2 CEMENTITIOUS AND EPOXY OR STRUCTURAL URETHANE (SPRAY
APPLIED) COATING SYSTEMS
A. GENERAL
The cementitious and epoxy shall proceed as follows:
1. Remove rungs (steps).
2. Clean manhole and remove debris.
(a) Plug lines and/or screen out displaced debris.
(b) Apply chemical wash, if necessary, to clean and degrease.
(c) Hydroblast and/or sandblast structure.
{d) Remove debris from work area.
3. Repair minor defects in walls, benches, and invert (as required) with repairing
cement. Major structural repairs, such as rebuilding of benches, shall also be
made. A smooth, even surface shall be recreated.
4. Inject chemical grout through all surfaces. (See Section 5.03.2 for detailed
grout injection procedure to be utilized).
5. Apply structural coating and corrosion proofing system as follows:
(a) If cementitious and epoxy coating system:
(i) Apply cementitious/crystalline waterproofing agents to all surfaces not lined by
an extended pipe liner or prefabricated fiberglass insert tube, repeating steps as
needed to stop leaks and waterproof the entire surface.
(ii) Hand apply or hand trowel calcium illuminate cement lining to all surfaces.
(iii) Spray apply epoxy coating to all surfaces.
(b) If structural urethane coating system, spray apply at this time.
NOTE: Steps 1 - 5 shall be executed consecutively with minimal delays; calcium
illuminate (Step 5A (2)) shall require a cure time of at least 24 hours for needed
adhesions of epoxy (Step 5A (3)) to cement lining.
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Cementitious and epoxy or urethane coatings shall be extended into each lateral
sewer pipe entering the manhole other than directly through an extended sewer
pipe liner or a prefabricated fiberglass liner tube. Additionally, the cementitious
coatings shall be extended to abut the pipe liner and insert liner tube's ends or
edges and the epoxy coating shall be overlapped onto the fiberglass surfaces, as
shown on the Drawings and Details. Similarly, the urethane coatings shall be
brought up to and then overlap the fiberglass liner surfaces.
Each extended pipeline shall be cut to approximate the pre-work openness of the
sewer pipe in the manhole. Where there are channels for lateral sewers
recessed into the manhole benches, the extended pipe liners shall be cut to
accommodate these channels and the bench coatings shall be extended up to
and overlap the cut pipe liner material, as specified above.
B. STRUCTURAL REPAIR AND INFILTRATION CONTROL
Hand troweled hydraulic cement material, as necessary, to the prepared surface
to fill cracks and voids in the structure wall and bench surfaces. Allow 20
minutes before applying the waterproofing/crystallization membrane. If directed
by the Inspector, eliminate water flow and reduce infiltration pressure prior to
applying the hydraulic cement and subsequent rehabilitation coatiogs in the
bench surface pressure inject hydrophilic get and hydrophilic foam:
1. Drill 5/8-inch holes through leaking surface.
2. Install zert fittings as recommended by manufacturer.
3. Inject material until water flow stops.
4. Remove fittings (if necessary).
C. CEMENTITIOUS AND EPOXY COATING SYSTEM
1. WATERPROOFING/CRYSTALLIZATION PROCESS
(a) Apply a slurry coat (first of the two-part powder process) to the moist wall
using a stuff brush to form an undercoat.
(b) Apply the dry second part of the two-part powder process to the slurry coat by
hand.
(c) To penetrate and initiate the crystal forming process, brush or spray on the
sealing liquid during the application.
(d) Repeat steps band c, until there are no further visible leaks.
(e) Apply additional first of the two-part powder process as an overcoat.
(f) Immediately apply the calcium aluminate mortar lining while this dual powder
layer is still wet.
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All holes, gaps, and depression in walls, benches, and inverts not covered by
extended pipe liners and/or prefabricated fiberglass insert liners shall be filled
with mortar (and masonry, where applicable) to obtain an even, regular surface
prior to application on top cementitious coatings.
2. CALCIUM ALUMINATE CEMENT LINING
(a) Begin application of cement lining mortar while the waterproofing/
crystallization is still wet.
(b) Mix the material in a mixer, as recommended for hand or trowel (not pumped
or sprayed) application.
(c) Apply the cement mortar until the required build-up of at least 1/2-inch (no
more than 2-inches in a single coat) has been achieved.
(d) Trowel to a smooth finish, restoring contours of manhole.
(e) After the layer has set, apply additional mortar, if needed, to achieve a
smooth, regular surface.
(f) Texture brush the surface to prepare for the epoxy finish coating.
(g) Cure the lining for a minimum" 24-hour period prior to epoxy finish coating.
3. EPOXY FINISH COATING
Spay apply the epoxy coating in two separate applications (using airless spraying
equipment) until surface is visibly covered to a thickness of at least 30 mils. Do
not expose the coating to flowing or standing water for at least four hours. The'
epoxy should harden in approximately six hours. Full cure strength shall be
achieved at 48 hours.
D. URETHANE LINER (SPRAY APPLIED)
As an alternate to the cementitious and epoxy coating system, the Contractor
may install a spray-applied structural urethane liner to the wall and bench
surfaces.
1. The resin shall continuously cover the exposed surfaces of the manhole and
provide structural enhancement and corrosion resistance.
2. The urethane resin system shall be formulated from materials specified in
Section 5.06.5.
3. The existing manhole shall be prepared for the application of the urethane
system by cleaning and stoppage of flowing water as specified above. Prior to
applying the urethane liner, the entire manhole surface and benches (where
practical) shall be patched and grouted (especially brick manholes) to the extent
needed, so as to provide a smooth and even structural surface to which the liner
will adhere. The sprayed liner shall achieve a continuous, monolithic surface
after application and cure.
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4. Spay apply the urethane coating. The urethane spray system shall be capable
to being applied over wet surfaces without degrading the final product.
5. After the manhole has been cleaned, patched, flows controlled, and infiltration
plugged, if necessary rebuild channel by reshaping channel invert and repairing
slope of shelves or benches. Work shall include aligning inflow and outflow ports
to prevent the deposition of solids at the transition point. All inverts shall follow
the grades of the pipe entering manholes. Changes in direction of the sewer and
entering branch or branches shall have a curve of as large a radius as the size of
the manhole will permit, but shall be shaped to allow easy entrance of
maintenance equipment including buckets, TV cameras, and the like.
Urethane shall be sprayed on the chimney, starting at the manhole frame, corbel,
barrel, bench, channel invert, and interior surfaces of incoming and outgoing
pipes (for a minimum distance of one inch from the manhole wall). Apply the
urethane spray onto the surfaces of the manhole to produce a wall with a surface
that approximates the smoothness of the existing manhole wall/bench and yields
the required structural integrity and corrosion resistance. The manhole wall and
bottom thickness shall be stipulated by a groundwater pressure equivalent to the
total depth of the manhole. Increments of thickness variation are 1/8 inch.
Thickness differences are attributed to the hydrostatic loading on the urethane
wall. All thickness requirements shall be calculated by the manufacturer using
traditionally accepted engineering equations and shall be submitted to the
Engineer prior to application.
E. AT EXTENDED SEWER PIPE LINERS AND LATERAL SEWER PIPE
CONNECTION
The Contractor shall seal around all entering lateral sewer pipes for the lateral's
full diameter to stop all infiltration. The Contractor shall extend the cementitious
and epoxy or urethane coatings into each lateral pipe at least six inches.
Where the cementitious and epoxy or urethane coating of exposed existing
manhole surfaces meets a cut extended pipe liner, it shall be extended to cover
the cut end. Similarly, the cementitious or urethane coating shall meet the ends
of the prefabricated fiberglass insert liners. The epoxy coating which covers the
cementitious or the urethane coating shall extend to and overlap the sewer pipe
liners by at least six inches.
6.08.3 MANHOLE INSERTS
A. TRANSPORT
The Contractor shall be responsible for supplying the required materials for
installing manhole inserts including the unloading, storage transportation, and
storage.
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(a) Unload, temporarily store, and transport manhole inserts to the site.
(b) Dispose of unsuitable existing manhole inserts.
B. INSERT
The inserts shall be compatible with the existing or proposed frames.
(a) Clean the bearing surface of existing frame with a wire brush, chisel, or other
equipment to provide a water-resistant fit between the insert and the existing
frame and to prevent rocking of the cover.
(b) Properly size the insert to fit .the frame. If a non-standard size cover is
required, measure the frame and obtain a properly sized insert for the manhole.
(c) Remove sc~p covers and frames from the site.
C. QUALITY ASSURANCE SAMPLING AND TESTING
Test inserts for watertightness. The Engineer may direct that samplings for
quality assurance be taken from random inserts.
6.08.4 MANHOLE FRAME, COVER, AND GRADE ADJUSTMENTS/
REPLACEMENTS
A. TRANSPORT
The Contractor shall be responsible for supplying the required materials for
replacement of manhole cover and frames including the unloading, storage
transportation and storage.
(a) Unload, temporarily store, and transport manhole inserts to the site.
(b) Dispose of unsuitable existing manhole inserts.
B. FRAMES AND COVERS
The replacement frames shall be compatible with the cover specified.
(a) Clean the bearing surface of existing frame with a wire brush, chisel, or other
equipment to provide a water-resistant fit between the replacement cover and the
existing frame and to prevent rocking of the cover.
(b) Properly size the cover to fit the frame. If a non-standard size cover is
required, measure the frame and obtain a properly sized cover for the manhole.
(c) Existing bolt-down type covers scheduled for replacement shall be replaced
with bolt-down type covers.
(d) Remove scrap covers and frames from site.
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C. EXCAVATION
NON-PAVED AREAS
Excavate adjacent to the manhole and expOse the entire frame and a minimum
of six inches of the manhole wall. Limit excavation to a six-foot by six-foot work
area. The sides of the trench shall not deviate from the vertical for more than
112-inch for each foot of depth.
PAVED AREAS
Make a square or rectangular full depth sawcut and remove the pavement by
breaking out from the sawcut toward the manhole to avoid breaking the frame.
Do not use pavement-breaking equipment. in the sawc ut. Excavate the work
area to expose the entire frame and a minimum of the top six inches of manhole.
D. Sealing procedure
(a) Remove manhole frame and cover from the manhole structure as scrap.
Separate and observe the condition of the grade adjustments. If the grade
adjustments are loose, deteriorated, broken, or show structural defects, replace
them in accordance with these specifications. In any event, replace adjustments
that are constructed of brick, block, or materials other than precast flattop
section. Precast concrete rings or precast concrete flattop sections will be the
only adjustments allowed.
(b) In brick or block manholes where it is difficult to determine where grade
adjustments and walls meet, replace the upper portion of the manhole to a point
24 inches below the frame. If the walls or cone sections below this level are
structurally unsound, notify the Engineer prior to replacement of the grade
adjustments or manhole frames. Existing brickwork that is structurally
satisfactory shall be replaced at the Contractor's expense if damaged by the
Contractor.
(c) Wire brush manhole frame and exposed manhole surfaces to remove dirt and
loose debris. Coat exposed manhole surfaces with an approved bonding agent
followed with an application of a quick-setting hydraulic cement to provide a
smooth working surface as thin as possible.
(d) If the inside diameter of the manhole is too large to safely support new
adjustments of frame, then a flattop section shall be installed.
(e) Joint surfaces between the frame, adjustments, and cone section shall be
free of dirt, stones, debris, and voids to ensure a watertight seal. Place a flexible
gasket joint material, minimum -inch thick, in two concentric rings along the
inside and outside edge of the each joint or use trowelable material in lieu of
preformed gasket material.
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Position the butt joint for each length of joint material on opposite sides of the
manhole. No steel shims, wood, stones, or any material not specifically accepted
by the Engineer may be used to obtain final surface elevation of the manhole
frame.
(f) When precast concrete grade adjustment rings are placed on the manhole
structure to obtain proper grade, no more than 24 vertical inches may be used,
unless approved by Owner.
(g) On upward areas or future paved areas, castings shall be installed by using a
straight edge not less than ten (10) feet long so that the top of casting will
conform to the slope and finish elevation of the paved surface. The top of the
casting will be 1/8-inch below the finished elevation. Allowances for the
compr-ession of the joint material shall be made to assure a proper final grade
elevation.
(h) Manhole rims in parkways, lawns, and other improved lands shall be at an
elevation of not more than one or less than inch above the surrounding ground.
Backfill shall provide a uniform slope from the top of manhole casting for not less
than three feet each direction to existing finish grade of the ground. The grade of
all surfaces shall be checked for proper slope and grade by string lining the entire
area regarded near the manhole.
(I) Manholes in open fields, unimproved land,. or drainage courses shall be at an
elevation shown on the drawings.
0) On non-paved manholes, exterior surface or all exposed grade adjustment
and four inches below sound structure shall be cleaned with wire brush and then
waterproofed with trowelable bitumastic gasket material in accordance with the
manufacturer's specifications. A protective polyethylene cover shall be placed
over the waterproofing material when backfilling, following sealing of the frame
and grade adjustment.
E. BACKFILL
NON-PAVED
Excavated material shall be used for backfill and mechanically compacted
following sealing of the frame and grade adjustments. Bentonite may be added
to backfill. The level of the backfill shall be to one inch above the frame bottom
with the removed topsoil being replaced on top of the compacted impervious
backfill prior to replacement of sod.
PAVED
Portland cement concrete shall be used for backfill following sealing of the frame
and grade adjustments and to prevent compaction of the joint material.
Bituminous concrete surface shall be dimensioned to match existing bituminous
surface but not be less than two inches thick
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F. USE OF EXISTING GRADE ADJUSTMENT RINGS
(a) At the direction of the Engineer, existing grade adjustment rings constructed
of precast concrete may be reused provided they are not cracked and are in
otherwise good condition.
(b) Existing frame grade adjustments that are constructed of brick, block, or
materials other then precast concrete rings shall be replaced.
G. QUALITY ASSURANCE SAMPLING AND TESTING
Test rehabilitated frame and grade adjustment seals for watertightness in
accordance with these specifications. The Engineer may direct that samplings
for quality assurance be taken from random manholes. In general, testing will be
consistent with the requirements for ASTM F 1216.
6.08.5 CLEANING & TESTING
Upon completion, each manhole is to be cleaned, tested, and inspected. All
repairs shown necessary by the tests and inspection are to be made and the
manhole left entirely clean and ready for use. .
Any defects found in the system are to be corrected by the Contractor to conform .
to the requirements of the specifications.
The interior of each manhole shall be thoroughly cleaned to the satisfaction of
the Engineer. Dirty water shall be disposed of as specified in Section 6.02,
"Rehabilitation Cleaning" as applicable.
After the manhole has been lined and prior to reconnecting any service laterals,
the Contractor shall view the newly lined manhole in the presence of the
Engineer or Inspector. The purpose of this inspection is to identify any defects in
the liner that may allow infiltration to enter the manhole. The inspection shall be
conducted while the newly lined manhole is isolated from the surrounding system
by means of plugs and is free of sewage.
Any defective sections of liner shall be repaired at the Contractor's expense.
In the event that a manhole leaks within a period of one year following
acceptance of the Project, the Contractor shall be required to return and
eliminate leaks by a method approved by the Engineer.
The allowable limits of infiltration or leakage for each manhole shall be zero
gallons.
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6.09 REPAIR AND REPLACEMENT WORK
The Contractor shall be responsible for repairs to the sewers which are
necessary due to damage caused by the Contractor's operations as defined in
Section 5.04, "Spot Repairs". "Spot" or "point" repairs as defined by Section
5.04 shall be paid in accordance with Article 4, "Progress Payments", Page
41-42.
Damaged pipe shall be replaced with PVC pipe by the Contractor to the
satisfaction of the Engineer, with emphasis on providing a good, solid foundation
for the new pipe and a watertight seal with the existing pipe, and a slope
consistent with the original grade. Temporary paving and permanent paving
repairs shall also be made by the Contractor.
Should replacement of pipe sections be required, the Contractor shall use the
procedures and be governed by the requirements herein and in Sections 6.09.1
through 6.09.11, which cover various aspects of pipeline construction.
The Contractor is strongly advised not to position heavy equipment above the
sewer line. Any damage caused by equipment loads shall be repaired or
replaced at the Contractor's expense.
Any repairs requiring excavation, except emergency work, shall have prior
approval of the Engineer.
When a pipe section or sections must be repaired or replaced in the opinion of
the Engineer the closure between new and existing pipe shall be effected by saw
cutting the pipe for a plain-end type joint utilizing an adjustable stainless steel
repair coupling, as specified in Section 5.07, "Miscellaneous Materials".
After the pipe has been repaired, inspected and found satisfactory, the trench
shall be backfilled.
6.09.1 PROTECTION OF EXISTING FACILITIES
When making an excavation, the Contractor shall exercise due caution when
making any excavation to eliminate any possibility of damage to utilities resulting
from his activities. The location of all overhead and underground utilities shall be
verified and the Engineer notified of any conflict which might occur. The
Contractor shall be responsible for determining which poles will need shoring
during excavation and shall provide such shoring and support as is required by
the owner of the pole.
Where it is necessary to temporarily interrupt house or building services, the
Contractor shall notify the house or building owner or occupant, both before the
interruption and again immediately before service is resumed.
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Before disconnecting any pipes or cables, the Contractor shall make suitable
arrangements for their disconnection with the owner. The Contractor shall be
responsible for any damage to any such pipes, conduits or cables, and shall
restore them to service promptly as soon as the work has' progressed past the
point involved.
Various drainage culvert and drainage structures may be encountered along the
route of the work. Any culverts which are disturbed, damaged or removed shall
be repaired, restored or reinstalled. Drainage structures shall be restored to the
original cross sections existing prior to construction of this work. Structures shall
be left clean and free of all excavated materials or other materials deposited in
them as a result of this construction. Existing headwalls or concrete cover slabs
removed or damaged as a result of this construction, shall be restored. The
protection of alJ existing utilities shall be performed as directed by the Engineer
and the work shall be considered an incidental item and the cost included in the
items listed in the Proposal.
6.09.2 EXCAVATION
The provisions set forth in this section shall be applicable to all underground
piping repairs, regardless'of location, unless prior approval is received from the
Engineer for special design considerations.
All excavations shall be properly shored, sheeted. and braced or cut back at the
proper slope to provide safe working conditions, to prevent shifting of material, to
prevent damage to structures or other work, and to avoid delay to the work, all in
compliance with the U.S. Department of Labor Safety and Health Act, the State
of Florida Trench Safety Act (Chapters 90-96, CS/CB 2626 or as amended), and
under section 107 of the Contract Work Hours and Safety Standards Act (PL
91-54 or as amended). The minimum shoring, sheeting, and bracing for trench
excavations shall meet the general trenching requirements of the safety and
health regulations. In all cases where a conflict exists in the requirements of
OSHA Regulations FloridaTrench Safety Act and these specifications, the
requirements of the state agency shall prevail.
The minimum width of a trench shall be equal to the outside diameter of the pipe,
plus 12 inches. The maximum width of trench, measured at the top of the pipe,
shall not exceed the outside pipe diameter plus three feet, unless otherwise
shown on the drawing details or approved by the Engineer. Trench walls shall be
maintained vertical from the bottom of the trench to a line measured two feet
above the top of the pipe
Surplus fill materials from the site shall be owned by the contractor and shall be
removed from the site. Transportation of the fill to the designated site will be at
the Contractor's expense.
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To prevent damage to property, injury to persons, erosion, cave-ins, or excessive
trench widths, adequate sheeting and bracing shall be provided in accordance
with accepted standard practice. When the situation arises, sheeting and bracing
shall be used as necessary to protect the integrity of the road and sidewalk.
Sheeting shall be removed when the trench has been backfilled to at least
one-half its depth, or when removal would not erdanger the construction of
adjacent structures. When required to eliminate excessive trench width or other
damage, sheeting, bracing, or shoring shall be left in place and the top cut off at
an elevation of 5.0 feet below finished grade, unless otherwise directed. All
sheeting and bracing will be in accordance with OSHA and the Florida Trench
Safety Act.
Excavated material shall be removed from the work site daily. No stockpiling of
excavated material will be allowed on the work site. The Contractor shall be
responsible for obtaining the sites to be used for stockpiling excavated materials
and shall maintain his operations to provide for natural drainage and not present
an unsightly appearance. All sites shall be restored after fill is removed.
Excess, unsuitable, or cleared and grubbed material resulting from the utility
installation shall be removed from the work site and disposed of at location(s)
secured by the Contractor and in accordance with the agency having jurisdiction.
Excess excavated material shall be spread on the disposal site and graded in a
manner to drain properly and not disturb existing drainage conditions in
accordance with applicable permit requirements.
It shall be the Contractor's responsibility to acquaint himself with existing
conditions and to locate structures and utilities in order to avoid conflicts. Where
actual conflicts are unavoidable, work shall be coordinated with the facility owner
and performed so as to cause as little interference as possible with the service
rendered by the facility disturbed. All affected utilities shall be notified prior to
excavation in their vicinity.
6.09.3 TRENCH STABILIZATION
No claim for extras or additional payment will be considered for cost incurred in
the stabilization of trench bottoms which are rendered soft or unstable as a result
of construction methods, such as improper or inadequate sheeting, dewatering or
other causes.
In no event shall pipe be installed when such conditions exist and the Contractor
shall correct such conditions so as to provide proper bedding or foundations for
the proposed installation at no additional cost to the City.
6.09.4 TRENCH OVERCUT
Trench overcut provisions herein shall be used only under direct authorization by
the Engineer.
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If, after excavating the trench to a depth of 2 feet 6 inches below the outside
bottom elevation of the proposed pipe barrel, and the soil at that depth is still
unsatisfactory as foundation material because it contains marl, muck, organic
matter, or other unsuitable material, and the Engineer authorizes overcut, the
pipe trench shall be excavated further in one-foot increments until either a
suitable foundation material is found, or the Contractor is directed by the
Engineer to stop trench overcut operation and begin backfilling. In no case will
trench overcut be more than 6 feet in depth, I.e., to a point 8.5 feet below the
bottom of the pipe.
Selected backfill, as defined in Section 6.09.6, "Compacted Backfill", shall
then be compacted in 6-inch layers up to the bottom of the proposed 6 inches of
pipe bedding.
6.09.5 PIPE BEDDING
As described herein, all pipe trenches shall be excavated to a minimum of 12
inches, as directed by Engineer, below the outside bottom of the proposed pipe
barrel. The resulting excavation shall be backfilled with approved pipe bedding
material, up to the level of the outside bottom of the proposed pipe barrel. This
backfill shall be tamped and compacted to provide a proper bedding for the pipe.
Recesses for the pipe bells, or couplings shall then be excavated by hand
digging, and the pipe installed. Placing and.compacting the bedding up to the
level of the lower one-half of the pipe barrel shall immediately follow the
installation of the pipe. Bedding shall be provided under the branch of all fittings
to furnish adequate support and bearing under the fitting. Standard bedding
material shall be select backfill as defined under Section 6.09.6, "Compacted
Backfill", hereinafter, or shall be drainfield Iimerock, #57 rock or similar
materials, as approved by the Engineer.
Any excavation below the levels required for installation of the pipe bedding shall
be backfilled with approved bedding material, tamped, compacted and shaped to
provide proper support for the proposed pipe at no additional cost to the City
except as provided therefor under Section 6.09.4, "Trench Overcut" if so
ordered by the Engineer.
6.09.6 COMPACTED BACKFILL
Backfill material shall be clean earth fill composed of sand, clay and sand, sand
rock, crushed rock, or an approved combination thereof. Complying with section
125-4.4 "Pipe Trench Excavation," section 125-8 "Backfilling of the Florida
Department of Transportation Standard Specifications for Road and Bridge
Construction 2000. Backfilling shall be divided into three specified areas: First,
from trench grade to a point 12 inches above the top of the utility, called the pipe
zone; second, from the top of the pipe zone to the bottom of the subgrade; and
third, from the bottom of the replacement base course to the replacement
surface.
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Where encasements or other below grade concrete work have been installed,
backfilling shall not proceed until the concrete has obtained sufficient strength to
support the backfill load.
Granular material shall be carefully placed and tamped around the lower half
(spring line) of the utility. Backfilling shall be carefully continued until the fill is 12
inches above the top of the utility, using the best available material from the
excavation, if approved. The material shall be lowered to within two feet above
the top of pipes before it is allowed to fall, unless the material is placed with
approved devices that protect the pipes from impact. The pipe zone shall
exclude stones or rock fragments larger than one inch for either ductile iron or
PVC pipe. Compaction of each lift shall be equal to 100% of maximum density
as determined by AASHTO Specification T-99.
Density tests for determination of the above-specified compaction shall be made
by a testing laboratory approved by the Engineer and at the expense of the
Contractor. Test locations will be determined by the Engineer and the permit
agency having jurisdiction. Tests shall also be made where a trench crosses a
paved roadway or future paved roadway. If any test results are unsatisfactory,
the Contractor shall re-excavate, recompact the backfill, and retest at his
expense until the desired compaction is obtaine"d. Additional compaction tests
shall be made to each side of an unsatisfactory test, as directed, to determine the
extent of reexcavation and recompaction necessary.
6.09.7 REMOVAL OF WATER
It is a basic requirement of these Specifications that excavation shall be free from
water before pipe or structures are installed; however, it is realized that in certain
sections of the work this cannot be accomplished economically and the
Contractor may request permission to use the Alternate Method of Construction.
See Section 6.09.8.
The Contractor shall provide all necessary pumps, underdrains, well point
systems, and other means for removing water from trenches and other parts of
the work. The Contractor shall continue dewatering operations until the backfill
has progressed to a sufficient depth over the pipe to prevent flotation or
movement of the pipe in the trench and so that it is above the natural water table.
Water from the trenches and excavation shall be disposed of in such a manner
as will not cause injury to public health, to public or private property, to the work
completed or in progress, to the surface of the streets, or cause any interference
with the use of the same by the public. The Contractor shall submit his proposed
methods of handling trench water and locations at which the water will be
disposed of to the Engineer for approval and shall receive approval before
starting the excavation.
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
162
The Contractor is cautioned that the City of Miami Beach or other governing
body's having jurisdiction over the work location may have regulatory rules and
ordinances prohibiting, or limiting, the discharge of water from any excavation
into sanitary and storm sewer systems, or to canals and drainage ditches.
The Contractor shall be required to obtain all necessary permits approving the
location and proposed method of disposal before discharging water from any
excavation into any portion of the public right-of-way or into any existing drainage
structure or facility.
6.09.8 ALTERNATE METHOD OF CONSTRUCTION
A combination of conditions in the substrata, water table, or method of disposal
,may be encountered during the course of the work which makes dewatering
impossible, or possible only through the use of unusual methods, the cost of
which is excessive. When such conditions are encountered, but only after all
reasonable means to dewater the excavation have been employed without
success, the Contractor may request permission to employ the following
Alternate Method of Construction. The concurrence of the Engineer shall be
obtained in writing and shall limit the use of the Alternate Method of Construction
to such specific portions of the work as the Engineer shall determine.
The requirements set forth in other sections of these specifications shall establish
the required standards of construction quality for this work. Use of the Alternate
Method of Construction described hereinafter shall in no way be construed as
relieving the Contractor of his basic responsibility for satisfactory completion of
the work. No additional payments will be made to the Contractor for excavation,
backfill. sheeting or any cost incurred for work or materials, or any other costs
incurred as a result of the use of this alternate method of construction. The unit
prices established in the Proposal shall be full payment for the various items of
work.
Subject to all of the requirements stated herein, including written approval of the
Engineer, construction will be permitted in accordance with the following
specifications. All requirements of these Specifications shall apply to this
construction unless otherwise specifically modified herein.
1. Removal ot Water
The installation of pipe and appurtenances under water will be permitted and the
requirements of Section 6.09.7, "Removal otWater", will be waived.
2. Excavation
Excavation shall be performed in accordance with Section 6.09.2 "Excavation".
BID NO: 36-00/01
DATE: 8/29101
CITY OF MIAMI BEACH
163
3. Pipe Bedding
Pipe bedding shall be placed from 12 inches below the outside bottom of the
proposed pipe barrel up to the level of the lower one-half ofthe pipe barrel. The
bedding material shall be pea rock, or drainfield Iimerock. Limerock screenings,
sand or other fine organic material shall not be used.
The bedding material shall be tamped and graded to provide a proper bedding
for the pipe and shall then be shaped to receive the pipe. Bedding shall be
provided under the branch of all fittings to furnish adequate support and bearing
under the fittings.
4. Backfill
After the pipe is installed, backfilling shall proceed in accordance with the
provisions of Section 6.09.6, "Compacted Backfill". Select backfill material
shall be used to backfill around the pipe and to a level one foot above the crown
of the pipe. Select backfill shall consist of mineral soil free of organic materials,
sticks, wood, loam, trash, asphalt and other deleterious materials.
Select backfill shall not contain stones larger than two inches in largest diameter
and shall have a maximum of 75 percent passing the No. 40 sieve and a
maximum of 20 percent passing the No. 200 sieve. Select backfill shall not
contain broken block, concrete, masonry, rubble, or other similar material. SeleCt
backfill shall have properties such that it can be readily spread and compacted.
At no time shall clay material exceed 30 percent by volume when mixed with
granular material. Select backfill shall be approved for use by the engineer.
Under no circumstances will material other than select backfill or specified pipe
bedding material be considered satisfactory for this purpose.
If the Alternate Method of Construction is used, all backfill material, including
specified pipe bedding material, shall be carefully lifted into the trench and not
released to fall freely therein until the bucket or container is at or just above water
level. l:.Inder no circumstances will backfill material be dumped or pushed into
trenches containing water. Below existing water level, and to a point not more
than 18 inches above the water level the backfill material shall be carefully
placed in uniform layers, of equal depth on each side of the pipe. From a point
not more than 18 inches above the water level, and below the pavement base or
the surface of the ground, if out of paving, backfill material shall be placed and
compacted for normal backfilling as provided in Section 6.09.6, "Compacted
Backfill".
6.09.9 PAVEMENT REMOVAL AND REPLACEMENT
Work included under this Section covers the furnishing of all labor, equipment
and material required for cutting, removing, protecting, replacing or stabilizing all
existing roadways, curb and gutters, sidewalks, driveways and pavements of the
various types encountered, removed or damaged under this Contract.
BID NO: 36-00/01
DATE: 8/29101
CITY OF MIAMI BEACH
164
All existing utility castings, including valves boxes, junction boxes, manholes,
handholes, pull boxes, inlets and similar structures in the areas of trench
restoration, pavement replacement and pavement overlay shall be adjusted by
the Contractor to bring them flush with the"surface of the finished work, at no
additional cost to the City.
General Requirements
The Contractor shall be responsible for the protection from damage from his
construction operations, all pavements, including all Iimerock base courses and
asphaltic surface courses, within the work area.
Payment for pavement restoration will be made only where such Iimerock base
courses or surface courses are encountered within the limits .defined in the
pavement repair details shown on the Plans and/or in the Standard Details at the
rear of the Specifications. Any base course or surface course beyond those
limits, damaged as a result of the Contractor's operation, shall be restored in
accordance with the applicable requirements of these Specifications, to the
satisfaction of the Engineer, and to the satisfaction of the governing authority
having jurisdiction over the work area at no additional cost to the City. Any
damage to adjacent lanes of pavement which amounts to 25 percent or more in
anyone block (approximately 100 feet) will require that the Contractor resurface
the entire width of the lane in which the damage occurred for the entire block, at
no cost to the City. In order to protect himself from being held liable for any
existing damaged pavement, including detour routes, the Contractor is advised to
notify in writing the authority having jurisdiction over the street where such
defective pavement exists prior to proceeding with any work in the vicinity. A
copy of all such notices shall be forwarded to the Engineer.
No separate payment shall be made for pavement restoration. The cost for such
work shall be included in the price bid for the applicable item.
It is brought to the Contractor's attention that wherever the line of the nominal
repaving for trenches extends to within two feet of the edge of the existing
paving, he shall repave to this edge.
Permanent pavement repair shall be in accordance with the details sl:town on the
Plans and/or in the Standard Details herein, with sawcuts and edges straight and
parallel and patches rectangular in plan. Any paving replacement required
beyond the limits shown in the details, and as called for in the Specifications,
shall be at the Contractor's expense. Where trenches are located out of the
existing pavement and damage occurs to the pavement, it shall also be replaced
by the Contractor at his expense.
Pavement markings removed or obliterated by the Contractor's operations shall
be promptly replaced in kind by him at his expense, to the satisfaction of the City
of Miami Beach Department of Public Works, or other authority having jurisdiction
over the work area.
BID NO: 36-00/01 CITY OF MIAMI BEACH
DATE: 8/29/01 165
The percentages of maximum density for subgrade and Iimerock base specified
herein are minimum. Greater percentages of maximum density shall be
obtained, if so required by the governing authority having jurisdiction over the
work location.
Asphaltic concrete mixtures shall be obtained only from plants which comply with
the requirements of D.C.T. Specifications, using materials specified herein, and
producing the specified mixture.
General construction requirements for all hot bituminous mixtures specified
herein shall conform to D.C.T. Specifications, as applicable.
All equipment necessary for construction shall be on the job site in first-class
working condition. Spilling or dropping of petroleum products is prohibited and all
defective equipment shall be removed or replaced immediately. The Contractor
shall be subject to all DERM (Department ef Environmental Resources
Management) regulations and clean up requirements.
Asphaltic concrete shall be laid only where .the surface to be covered is intact,
firm, cured and dry, and only. when weather conditions are suitable. The
Contractor will be required to submit a design mix to be review.ed by the
Engineer. The temperature of the mixture at the time of spreading shall be within
25 degrees F. of the temperature set by the design mix and agreed upon by the
Engineer. No mixture shall be spread when the air temperature is less than 40
degrees F., or when the spreading cannot be finished and compacted during
daylight hours.
Any mixture caught in transit by a sudden rain may be laid at the Contractor's
risk, if the base is in suitable condition. Under no circumstances shall asphalt
material be placed while rain is falling, or when there is water on the area to be
covered.
Type I Paying Repairs (Llmerock Base and Asphaltic Concrete Surface
Type I paving repairs shall be made with a 12-inch thick compacted Iimerock
base and a minimum 1-inch thick asphaltic concrete surface as detailed in the
Standard Details of the Miami-Dade County of Public Works' latest manual, to
which is added a 1-inch Type V overlay.
Umerock for pavement base shall be Miami Iimerock obtained from local sources
where the overburden was removed from the pits prior to mining operations. The
Iimerock shall comply with the requirements of D.C.T. Specifications, Section
911.
BID NO: 36-00/01
DATE: 8/29101
CITY OF MIAMI BEACH
166
The backfill previously placed and compacted shall be excavated to the required
depth below the existing road surface and the existing paving shall be cut back
beyond all excavations, using an abrasive disc saw to trim the edges to straight
and true lines. Twelve (12) inches of Iimerock base shall be placed in two layers,
each layer compacted to not less than 98 percent density as specified in Section
6.09.6, "Compacted Backfill". During rolling, it shall be wet down as necessary
to secure the greatest possible compaction. After rolling, the entire surface shall
be thoroughly scarified to a depth of not less than 3 inches and shaped to
conform to the existing surface, then watered. and rolled again. Rolling and
watering shall continue until the entire depth of the base is bonded and
compacted into an unyielding mass. Base material shall be reviewed by
stringline or straight edge.
If at any time the subgrade material becomes churned up and mixed with the
Iimerock base course materials, the Contractor shall, without additional
compensation, dig out and remove the mixture, reshape and compact the
subgrade and replace the materials removed with clean rock which shall be
watered and rolled until satisfactorily compacted.
After the Iimerock base course has been properly prepared (primed) and is dry
and ready to receive the wearing surface, a prime coat of emulsified asphalt
(Grade RS 2) shall be applied at a rate of 0.10 gallon per square yard,
immediately followed by the asphaltic concrete. The prime coat shall be applied'
to the entire Iimerock base course uniformly, and shall thoroughly coat all
surfaces. Care shall be taken to prime coat and bond the edges of surrounding
pavement. The prime coat shall not advance ahead of the paving by more than
300 feet in business or residential areas unless otherwise approved by the
Engineer.
The asphaltic concrete shall be plant mixed, using the best grade of local
Aggregates of approved size and gradation and mixed with an approved binder
and conforming to either the State of Florida City of Transportation
Specifica1ions, Type 8-1 Asphaltic Concrete, Section 331-1 through 331-5, or,
Miami-Dade County Public Works Type I, as approved by the Engineer. Where
the width of the repair permits, the material shall be placed by means of an
approved mechanical spreader and finisher. The mixture shall be compacted to
true grade and cross section by means of a tandem roller weighing not less than
eight tons. The compacted asphaltic concrete mixture shall not be, in any case,
less than one inch in thickness. Rolling shall proceed as closely behind the
spreader as possible and all material shall be completely compacted the same
day it is placed.
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
167
Type II Paving Repairs (Special Limerock Base and Asphaltic Concrete Surface)
Type II repairs will be used only when the restoration work falls within the limits of
a State Road and shall be performed in accordance with the latest Florida
Department of Transportation Standard Specifications for Road and Bridge
Construction. The Iimerock base course shall be a minimum of 16 inches and
the asphaltic concrete surface course shall be 2 inches, to which shall be added
a 1 inch Type V overlay.
Type V Paving Repairs (Asphaltic Concrete Surface Overlay)
Since the quantity of Type V repairs that may be required is usually unknown
until Contract pavement restoration work begins, Type V repairs may be
!"lstablished in the Proposal on a contingent basis. A Contingent Item mayor
may not be used at the option of the City, and any provisions contained within the
Contract Documents for quantity overruns will not be applicable.
Type V paving repairs shall consist of a machine-laid asphaltic concrete wearing
surface overlay which shall be nominal one-inch thick asphaltic concrete meeting
the material requirements of Type I repairs as specified hereinabove. As used
herein. "overlay" shall mean Type V paving repairs. A special wearing surface
may be substituted if required.
In general, the overlay will be applied in a full lane width or widths, after the
permanent paving repairs over the trench have been made.
Longitudinal and transverse asphalt replacement overlay-wearing surfaces shall
butt into adjacent existing asphalt wearing surfaces in full lane asphalt
restoration. The finish elevation of the new full lane overlay shall meet existing
elevations adjacent to the new work, as per FDOT Specifications.
The existing asphaltic concrete surface shall be saw cut for its full depth or 1-inch
minimum, and then stripped back for at least 2 feet into the area to be overlaid to
a second cut which shall also be in clean straight lines. The second, or interior;
cut edge shall be rolled with a tandem roller weighing not less than 8 tons before
the overlay is applied. The stripped area shall be used to provide a smooth
transition between the overlay and the existing pavement. Before placing the
overlay, all cut edges and the stripped area shall be tack coated with emulsified
asphalt as specified hereinbelow.
If the Contractor requests in writing to "feather" the longitudinal edge. and if
written permission is granted to "feather" the asphalt by the City, a sanded mix of
70-30 type shall be used. "Feathering" shall begin 18 inches from the tapered
edge.
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH.
168
Prior to installing a full lane width overlay over existing asphalt the trench and
shoulders over the pipe shall be sawcut and filled with asphalt to the required
depth and terminating flush with the existing adjacent asphalt in accordance with
the municipality having jurisdiction over the work for Types' I, II or M-1. Type V
overlay will be installed as previously detailed.
When a minor amount of asphalt surface will remain, generally with large pipe
installations, after the pipe is installed and the required longitudinal saw cutting
the asphalt, the Contractor may request permission to remove all the asphalt in
the lane, at his expense, by saw cutting the asphalt adjacent to the existing lane,
then placing the Type V overlay flush with the adjacent asphalt. This would
require that the Type I, II or M-1 finish elevation be lowered 1 inch to allow for the
Type V overlay.
Before the overJayis applied, existing surfaces shall be swept clean of all dirt and
debris, using a power driven broom if warranted by the size of the location to be
overlaid and/or as ordered by the Engineer. Pavement edges shall be cleared of
all encroaching vegetation, loose sand, rock and all other foreign matter. When
the existing surface is thoroughly clean, a prime coat of Emulsified Asphalt,
Grade PS-2 (anionic) shall be applied at the rate of approximately 0.1 O-gallon per
square yard, immediately followed by the asphaltic concrete overlay. The prime
coat shall not advance ahead of the paving by more than 300 feet in business or
residential areas unless otherwise approved by the Engineer.
Machine-laid overlay shall be placed by means of an approved mechanical
spreader and finisher, and the mixture shall be compacted to true grade and
cross section by means of a tandem roller weighing not less than 8 tons.
The compacted overlay shall be thicker as required to produce a smooth uniform
surface free of any irregularities, but shall not be less than one inch in thickness.
Existing depressed areas in the asphalt collecting water after a rainfall shall be
corrected before placing the asphalt overlay. Rolling shall proceed as close
behind the spreading of the asphalt as possible, and all materials shall be
completely compacted the same day it is placed. Any ponding areas in excess of
1/4-incli or three feet in diameter shall be reworked.
6.09.10 PAVEMENT MARKINGS
All pavement markings are to be photographed prior to removal. Pavement
markings for this Project shall conform to the Florida Department of
Transportation Standard Specifications for Road and Bridge Construction, as
revised by the governing agency or the Manual Uniform Traffic Control Devices.
If there is a discrepancy between the two standards, the more stringent standard
shall apply.
Thermoplastic Traffic Stripes and Markings - Thermoplastic pavement markings,
including stripes, pavement messages, stop bars, directional arrows, reflective
pavement markers and other miscellaneous items, will be replaced as existed
before the repair was made. The thermoplastic compound and installation shall
be as specified in FDOT Specifications.
BID NO: 36-00/01 CITY OF MIAMI BEACH
DATE: 8/29101 169
6.09.11 LANDSCAPING
Work in this Section includes furnishing and planting solid sod within the unpaved
area of the Project portion that has been disturbed.
Solid Sod shall be certified St. Augustine "Floratam". The sod shall be firm touch
texture having a compact growth of grass with good root development. It shall
contain no weeds or other objectionable vegetation.
The soil embedded in the sod shall be good clean earth, free from stones and
other debris. The sod shall be free from fungus, vermin and diseases. The sod
and soil shall be approximately 1 -inch thick.
Before being cut and lifted, the sod shall have been mowed at least three times
with a lawn mower, with the final mowing not more than seven days before the
sod is cut. The sod shall be cut into unifor:m dimensions. Sod shall be laid with
closely abutting joints with a tamped or rolled surface. Hand grade with rake as
needed to provide a smooth surface. No equipment will be allowed on the area
after finish grading other than a roller.
Planting Solid Sod. The ground area shall be saturated with water. Sod shall be
placed on the graded and watered ground firmly butted on all sides by sod
without leaving holes, slots or depressions. Sod shall be top-dressed with soil
(herein before specified) where required to bring all fill to voids and. provide a
uniform grass mat. Soil shall firmly abut all structures to which it surrounds or
contacts. Immediately after the grassing process, the entire grassed or mulched
area shall be rolled thoroughly with a cultipacker, traffic approved roller, or other
1,OOO-pound roller. At least two trips over the entire area will be required.
Sod, which has yellowed or browned while stacked in transit, shall not be used
and shall be promptly removed from the site. Areas to be sodded are to be
approved by the Engineer prior to sod placement.
All unpaved areas that have been disturbed, shall be sodded and shall have all
rocks and stones over 2 1/2-inches in diameter removed from the ground area
and disposed of. All stones of this size uncovered in the planting operation shall
also be removed from the site.
Once the sod is in place, the Contractor shall thoroughly water the sod a
minimum of twice a week until accepted by the City.
7.0 CLEANING UP SITE
The Contractor shall at all times during the execution of this Contract keep the
work site free and clear of all rubbish and debris. As soon as the work is
BID NO: 36-00/01
DATE: 8/29/01
CITY OF MIAMI BEACH
170
completed, the accumulated rubbish or surplus materials shall be promptly
removed. The Contractor shall also restore in an acceptable manner all property,
both public and private, which has been displaced or damaged during the
prosecution of the work, and shall leave the site and vicinity unobstructed and in
a neat and presentable condition, including backfill behind the concrete edges
and restoring with sod where required to match existing sod.
In the event of delay exceeding two days after written notice is given to the
Contractor by the Engineer to remove such rubbish or materials or to restore
displaced or damaged property, the Engineer may employ such labor and
equipment as he may deem necessary for the purpose, and the cost of such
work, together with the cost of supervision, shall be charged to the Contractor
and shall be deducted from any monies due him. The Project shall not be
considered as having been completed until all rubbish and surplus materials
have been removed and disposed of properly. Failure to comply with the written
notice from the Engineer shall be reason to prevent any additional work from
proceeding until clean up and restoration of one area has been completed to the
satisfaction of the City.
The Contractor is also referred to the provisions of Section 6.02, ""Rehabilitation
Cleaning".
BID NO: 36-00/01
DATE: 8/29101
CITY OF MIAMI BEACH
171
03000. PLANS AND SPECS ORDER FORM
C.O.D Order T-SQUARE
ATTN:CARMEN DAVILA
FAX 305-324-8040
PHONE 305-3241234 EX. 320
CITY OF MIAMI BEACH
BID # 36
Authorized by : ROMAN MARTINEZ__________Fax: 305.324-8040
Complete Set 3 PLANS 36 X 48
Full Size
Half Size
Price per SQ.FT $ .12cnts. full sizel half size $ 1.00 per first copy &.45 second copy
Total
(MINIMUM ORDER FOR FREE DELIVERY $20.00 PER DELIVER)
COMPANY NAME: ORDER BY:
Bill to:
COD T-Square Acct# 613204 Cash:
Credit Card' ___________ Vlsa:_ Amex:_Master:__Other:__Ex. date
In the name of:__~__Authorization signature
Ship TO:________________Clty________State______zip code___ .
Phone: __"_____-______Fax:___ -__ -___ Contact name___Title
Received by: _________shipped by: UPS, ____FEDEX ._____
Received by: ___________shipped by: UPS, ________FEDEX .___
Next day air __ Next day air saver __~Ground __Second day air AM __Second alr____
Three day select ______ Handling charge $ _____
Order received by T-quare:__________________ Title:
ANY QUESTION AT T-SQUARE PLEASE CALL
305-324-1234 ASK FOR: Rusty James = VP Production
Don Walker = Production Dto
Jesus Luya = Production Dto.
Veronica Lorza = Account Manager
Carmen Elena Davila = Sales Manager
If you already have account with T-Square please use your account #
order.
= Ext. 202
= Ext.224
= Ext.224
= Ext. 230
= Ext. 320
to place the
Thank you for you business.
BID NO: 36-00/01
DATE: 8/29101
CITY OF MIAMI BEACH
172
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4000. SCHEDULE OF VALUES ~D BID AMOUNT
PROPOSAL
This proposal shaD Include the total cost for furnishing all labor. material and equipment
for restoring. by the resin impregnated feItIc:ured in-pIace tube pipe lning method.
approximately 57.000 feet of 6. 8. 10. 12. 15. and 18-1nd1 gravity sanitary sewers
grouting approximately 7,000 pipe joints. performing approximately 190 spot repairs and
rehabilitating approximately 100 manholes in Miami Beach. Florida. In accordance WIth
the City's sanitary sewer system specifications, and all additional documents
provided by the City. Specifications. basins and subbasins is attached for general
reference. Upon award of the contract. the contractor will be provided with Work
Authorizatlon(s) within specific subbasins.
SANITARY SEWER ~I;IA~IUTATION 110 FORM:
ITEM ES11MATED DESCRIPTION UMT TOTAL
NO. QTY. PRICE nEII
(NUIIBERS) PRICE
35.000 LF Supply and instal pipe liner and $ 33.(# stlS'S;; 00
appurtenances for 8- pipes at ~5' . ---
2 8.000 LF Supply and instal pipe liner and $ 34.~ s.2 7,,2 a:;o ~
appurtenances for 8" pipes at
5-10'
3 500 LF Supply and instal pipe liner and s 36, d .,.g s /8; OjO. ~
appurtenances for 10" pipes at
G-5'
4 1.000 LF Supply and insIalI pipe liner and $ 37. ~ $ 37;~. ~
appurtenances for 10" pipes at
5-10'
5 1.000 LF Supply andinslall pipe liner and $ 43,t?9 $+~~
appurtenances for 12" pipes at.
G-5'
6 4,000 LF Supply and insIalI pipe liner and S 4-5.fB. Y&2 . 0
appurtenances for 12" pipes at :J oa:?
5-10'
Supply and insIalI pipe liner and $ .s-.. - DO -
7 1,000 LF appurtenances for 15" pipes at 5.- S 5.:J) ()JO.
G-5'
8- Supply and in8I8II pipe liner 8M S -8 gJ S/7faKJ . "
3,000 LF appurtenances for 15" pipes at ~ .
5-10' ..
\
"
BID NO: 36-8OIt.
DATE: 112"0. lAm...... .'~I/Oll
CITY OF MIAMI BEACH
173
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ITEM EI11IIATED
NO. QTY.
DESCRIPTION UNIT
PIICE
""-ERa)
TOTAL
ITEII
PRICE
9 500 LF Supply .m In8I8I pipe ~.m s 65:~ s ~2;.5CO, ~
eppurtenancea for 18" pipes lit
().5" deoIhs
10 3,000 LF Supply .m install pipe Iin<< and s 68.o.!L ~O~ ao a,t.
appurtenances for 18" pipes lit
5-10' d8pIhs
11 1,200 EA Reconnect sanitary service S /O.~ s 1;2.; cx;c. f{fil
laterals (aU sizes)
12 400 EA Grout sealing lateral connections S ?OO. e. s /6~ em ~
13 16.000 LF For preparatoty cleaning 8" ?J s ().65' s I~ 'I co. ~
gravity sewer pipe for groollng
14 1,000 LF For preparatory cleaning 10" i9 S 0,65 s .hq)f
gravity sewer pipe for grouting -a
For preparalDry cleaning 12" - !87~ ~
15 2.500 LF gravity.sewer pipe for grouting S 0,75 $
2.000 LF For preparatory cleaning 15" ')f, $ 0,80 $ I. c - C"'-i-
16 gravity sewer pipe for grouting J;; .::- r
17 2,000 LF For p(eparatDry cleaning 18" ;J S 0.90 S IC'''-$-
gravity sewer pipe for grouting (..1.....6.
18 16,000 LF For internal iMpedion and S 21JS S 3'0 to:J.~ ~
pnlSSUfe testing the 8" gra~
sewer pipe
19 1,000 LF For intemaIlnspec:tion and S .2, 'Jj- S ;2 9tXJ. ~
pressure testing the 10" gravity
sewer Dipe ;,I
20 2,500 LF For internal inspection and S g I 5:9- $ 8750. re.
pressure testing the 12" gravity
. sewer pipe .J
21 2.000 LF For internlII inspection and S ~ 00 S ~OOO.~F-
pressure testing the 15" gravity I --
sewer pipe
22 2,000 LF For internal inspection and S ,/, ~ $ ? .,ZOO. ~ ~
pressure testing the 18" gravity
sewer pipe I
23 20,000 GL For instaIIng Ie8k seaIng grout $ /1, ~ s 39~ 0:>0 .4 ~
24 200 EA For grout and test equipment let S / /0. ~ S;2.2J @.~ ~
up
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BID NO: 36-11..1
DATE: 8/2"11 IA.ellded 10131191\
CITY OF MIAMI BlEACH
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111!11 E8'm1ATED
NO em.
Dl!8CRlPTION UNIT
PRICE
TOTAL
1181
. " PRICE
25 IOEA 0........18 ....... water $ :<sO .q!l tt2.5"~.~:"
Supp1ernent81 payment for ,
26 50EA $ IOO.~ $ 5' al> .()j
lnstel8tlon oIlner,lndependent
of pipe dl8meter end depth, In .J
....ment a1888 tMI8'J from
vehicular travel way I:lQ
Spot ......... (0.5' cut .......) $ 5;800 . flt $r7~6ca
27 82EA .. requfNd for r d......' pipe
28 2SEA Spot repan (5-10 feet cut $ 10 ~aJ ~ ~5W.~~
ranges) .. required for &-inch
d ' nlNa
29 10EA Spot repairs (~ feet cut ranges) $ 7~ 1 OC .~ $ 77'. aJQ ~
.. required for 1~ diameter
DiDe J
30 SEA Spot repairs (5-10 feet cut $ 12) S-c:n.e s 6~ 501 ~
ranges) 88 required for 1G-lnch
diameter Dloe'
31 20EA Spot rep8lrs (0.5 fMt cut $ / OJ s-ev ~ $,2;0) (XX;, ~
...ng..).. requlNd for 12.Jnch
diameter DlDe'
32 10 EA Spot repairs (5-10 feet cut s 15; 500,~ s /53);n? ~
ranges) .. required for 12~inch
di8ineter DiII8
10EA Spot repairs (~ feet cut ranges) S 1'1) Ooo.cB S/1f1 CdJ, ~
33 as required for 1 &Inch diameter
, DiDe
Spot repairs (5-10 feel cut ct:J $ .grq OJ:). ~
34 20EA ranges).. required for 1S-inch $ IZ c;aO.-
d' r DiII8
I-" Spot repairs (~S feet cut ranges) a! S 7' i sw. ~
35 3EA as required for 1s.1nch diameter $ 1'i)5"CXJ.-
DiDe
36 SEA Spot repairs (5-10 feet cU $ ,< '6 OCO 'fJ $/~ UV ~
ranges).. required for 1~ch
diameter pipe
Trench oven:ut (1-foot depth $ / t)O ,re. $ ,'2.t),O():) ~
37 200 LF incrementsl
"'00 SF Grout waR i.... iors - For aI 'MlIk $ /? g;. $ 9q tm, ~'
38 in if1eCting grout into and
applying one 01 the spedlled
Hning8 to the manhole walla,
cortleIs, inver18. benches. and
bottom of IIllP IIabe and al WOItt in
sealing around pip-. ..,.....18 \
manholes \.
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BID NO: 36-GOItl
DATE: 1129/tl lAa..dell Itl31/t1\
CITY OF MIAMI BEACH
175
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111M
NO.
I~TED
Q1Y.
DEIe_TION
UIIT
PRICE
(NUMBERI)
TOTAL
rrEII
PRICE
39 1...' GruuI corbeIlntIIrIora - For .. S. S
wen 1n,1njecting grout Into the /5".0.9 ~ ~
manhole corbel end eppIylng one ~SOO,
rA the epecIfied linings to the
manhole WlIII8. corbels. Inverts.
benches and bottom 01 top sI8bs
end .. work In sedng 8I'OUnd
-'-- manholes
40 7,000 SF Ch1881 creeks end grout - For .. S S ~
wm in injecting grout into the /5. qJ /05; ceo.
manhole W8IIs end corbel,
chiseling loose materiels from
CI8CkB in the manhole, end
applying one rA tile specifted
Hnlngs to tile manhole wells.
corbels. irMttIB, bench... end .
bottom 01 top slabs end 81 work in
sealing M)URd pipes entering
menhoIes
41 SEA Adjust frame andll88l - For" . S S
work in adjusting the grade of S;ZS: . (!}. ;2P"zS; <; ~
existing manhole frames to
correct otI'seIs end seeing the /
frame to the casting to provlcIe
stability and protect against
h....Il.1Ion
42 SEA Replace manhole cover - For all S ;2....2C. qg. s ~ / ()().t7J. ~
wen In replacing existing
manhole covers. with new
manhole covers
, Manhole insetIa - For aU work in I~~.~ s ~ {)(X), (,i! a.
43 SOEA installng insetIa Into manholes to S
.. 'infIow J
44 20EA Supplemental payment for s 360.~ $ "0,2(x;.a d
manhole rehabllllation,
Independent 01 diameter end
depIh in easement 8f88lI .-y
fIom vehicular tnMlI way
$;Z 7S-:~ . G
45 20EA Dewatering isoI8ted manholes sS;s-a; .
46 600 LF SUppIement8I payment for S <<J S t tJaJ.t8
lnlIIaletlon oIlner, independent /0. -
of pipe clameter, lit depths CMH' ~
, 10 feet
47 1 AGGR SUM Furnish tratIIc control s 76) /3"/, 0Z- s 7~ {g't. ~ ~
BID NO: 36-t0lOl
DATE: .mltl lA_deli 11131ltll
CITY OF MIAMI BEACH
176
\
nEII EI11IIATED DEICRIPTION UNIT TOTAL I;
NO. an. PRICE nEII
PRICE t:
48 3,CJOO HRS 0If.duty poIIoe hi." '101,000.00
49 1 EA Force Account-FOl' unforeIee8b1e $110.000.00 '110.000.00 ~
condlllons. for nlIlner construcllon
cherge8 ind for 1M". ..... I
menta. if ordered the E '.,..,.
GRAND TOTAL BID (ITEMS 1 THROUGH 49): $ ~,.2.8'~ 'j 3 tit ~
j{'~& ~U-IW /Wt:J #~NtM~f) E:GriTYt,5N/ UIJV1'A,u1) Al"W6' ~,...,.;yIi/.:1 'lk,;'/,/' tIIIJI'
Written Amount ~ ~
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BID NO: 36-G81t~
DATE: 1129101 t.......dHl18l.\11ft1\
CITY OF MIAMI BEACH
177
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Q5000. ACKNOWLEDGEMENT OF ADDENDA
Invitation for Bid No. 36-00/01
Directions: Complete Part,1 or Part II, whichever applies.
Part I: Listed below are the dates of issue for each Addendum received in connection
with this Bid:
Addendum No.1, Dated
A-ddendum No.2, Dated
Addendum No.3, Dated
Addendum No.4, Dated
Addendum No.5, Dated
10/,/0,
/0/;,2/0/
, ,
10 /;L~/O/
/0/ 31 /0/
f f
Part II:
No addendum was received in connection with this Bid.
Verified with Procurement staff
Name of Staff
L.:Md
~ Bidders- Name
Date
Signature
BID NO: 36-00/01 CITY OF MIAMI BEACH
DATE: 8/19101 178
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~ooo. CUSTOMER REFERENCE L.1STING
REHABiliTATION OF SANITARY SEWERS
CUSTOMER REFERENCE LISTING
The Contractor bidding ~ this project must submit documentation WITH THEIR BID
PACKAGE that certifies the propose~ repair methods have been used by the Contractor
and that said methods meet all ASTM requirements outlined in the scope. Contractor
must indicate that they have installed a minimum of 500,000 linear feet of the
proposed liner in the United States. Contractor's shall furnish the names, addresses,
and telephone numbers of a minimum of four (4) firms or government organizations for
which the Contractor has met this requirement.
1) Compa'ny Name O,4/1PGtr t::VAlTfI GOVli,(N'ftI& r
Address 02- 01 s: IfoSAt.//r'17 AJIi;-.
O/f'LAif/PCJj rl ;j.;;z.80~
Contact Person/Contract Amount MIi. 1!.'.M#/4"5 J//~"~r
Telephone Number
0/07- 836-71/76
2) Company Name Ct'ry 0-" ~A'A:)or/)
Address /7 ..,-0 /2 &5T4~L."r
S/J"'4j~n;.J ~ / f et..2. 3'0
Contact Person/Contract Amount MF? /-?t;...;-.R' /J P
Telephone Number 9'1/' 1sS-- ~3..25
3) ~ompany Name. CITY tI"e- T/9m/4
Address /~OC 5;.- L 00/'5
T/tMy.?/I/ PI ~ g t 0 7
Contact Person/Contract Amount frll? ~ )f A#A' i" Gv uN) /?&:
Telephone Number 8/ J - 2S'1-!6 grt
4) Company Name C ITf/ OF NC~RI7:J#N'.&
Address 'z8CJj h0/f?hA' IfoAA
flJe"t#tlClIf,elL;" p/ ~.2 C(;?G/
Contact Person/Contract Amount k JIf. Illf'./Vdis /fr..J /? KG""
Telephone Number 1.2/ - 6 tlf - ~7..2 6
BID NO: 36-00101 CITY OF MIAMI BEACH
DATE:~WOl 179
City of Miami Beach I I Program
Phllse IV Lbre ID
WOo
----------- ......---
___.lQ____ _.lQQ.~
_..J.Q.___ .J.OO~_
10 lOOA
____~_4..._ ~_ft______
__.tQ___ ._~QQ.~__ ____~P.'!_ __.<;~J.!:.c.! In PIl!.r:.~__ ._._}_~~....
.____tQ___. ...J.QQ.~__. .__~~Q~_ __'<;.p..x:.e_c.!.!.1!f~l!.SL_ ____m__._
lO 100A 2406 Cured In Place 158
----10--- ---iOOA-- --i407--- --C~~;d.fupi;~;-- ----i-54---"
----------- ------~-~_.. ----------- ---------------..------ ---------......
_.1(1.... _.lQQ.~__. __~1it_ _m<;~c.!J!LI:t~sL_ ___.}_~___
_.___tL._ .__!Q.Q.~__ _l1.!L. ___~.P..x:.~c.!_t1!_~'!.s.~___ ___.llL__
___..1.Q___ IOOA 2443 Cured In Place 277
10 --iOOA"- -'246i--- --CUiedfu-Pi;;--- --.-i.98----
::TL-::: :JQP-f:: = 24&1::: :::=~~~~jEf!.~~:= =_.ii~=:::
10 IOIA 2412 Cured In Place 34
-....-i04--- "-ioTA--- ....-24i..j- ---C;;dI~pi;~;--- ......-2-io..---
---10--" ---iotA- --24I4- -~~dInpi~--- ----i"o4---
----------- ---------- ----------- .----------......-------- ------------
_...lL.. __!Q]~... __~l~_._ ___~E.~<!.r.P.Rtl!.r:.!:._ ____UQ___
_.lQ_ __!QJ.~. _.~~]_L_ _.f~~<!.!!!!!.~___ _2.<!!__.
__..lQ__ __~Ql!L _ 24]_L_ _..f,!l!.~JE.Rt~~__. __}lL__
_..lL_. ___JQ.1..~__ __~lL_ ___.f:?fec.!J:!!Rt~=--_ __.llL_.
___lQ_ .._!QJA_ __~~JY-___ __.f~c.!.r.ll Place._ ___J2~_.
10 10lA 2421 Cured In Place 133
-.~..-- ------------ ~--------- ~._--------_-.._----- ------------
._..lQ._ ___tQ.1.~__ _~1~._ __<;.:!!".~<!.r.llR~I!.~!:n_ ____l_~~___
____lQ_ ___tQlA_ ~1~.__ ___.f,!lrec.!.!!!!.!~__ _.,].t~.__
___.lQ_. __tQJA.. __~~lL. _~.p..r..~<!L~f~~~.__ __"}lL__
to 101A 2427 Cured In Place 200
--.----.--- ._----~--~-- ----------- ---------------------- ----~"--_.~-
___lL_ .__~gJ..e.__ l~lL. __.~.!l!.!:.c!l1!!11!.~___ ____2l1..___
___1.Q___ ___J~~_. _11!L.. ____~,!I!.~<!_~R~~__ __~!__
____.lQ___ ._2.~~_._ _.248~.._ _.S.!l!.",<!J.1!fL'!.!:~__ _._2_~,2-__
__.lL__ .__J_~e-__ .~~!L_ __<;,!I!.~(trnJ'.!l!.S=--. __2I~___
10 98A 2488 Cured In Place 146
....------- ....------- ----------- ---------~~---------- ------------
_._.1.Q___ ____2.~~_ __.l~2.L. _..<;.!!!.~<!.r.llRt'!.~___ __!19__.
__.lL_ ___2.~t:.__ ___~~2.~___ __..~:?!_~i!.l.!!Rt~__ __.l]1_.__
___lQ_._ __J.2t:._ _._~~lL.. ___ C~::.{LrnRt~s.~__ ___.71?__
___lL. .__J2~_ .__~~}_L_ __..<;.!!!"!:.'!.rnRt~___ ____'fl2___
__.lL_ __ 99A __~1lL_ ____<;.!l!..':.d ~ft~__ _..l..<21-__
____tQ___ .._.?J.t:.__ _11l~.__ __~,!I.!.",<!.I.p.R~s~.._ __2.~__
10 99A 2438 Cured In Place 207
--10-- ---'99:;'::-- ---244r- --c~;;;ci-i~Pia~- --35---
:=_tQ::_ :_~~: =j~C: ::=~~iE~![~~: :_l.~L::
10 99A 2449 Cured In Place 105
----io--- -'-99;'--- ---24Sj"-- .---C-;;r"'ed-in'Pi;~--- --in-a.
----iii--- -99A-- ---24S2-- ---c;;;dI~'Pia~-- --ji7'---
.----iii--- --9-;..--.. -'-2409- "-C;;;d j;Pfu~~-- ---i33--
-10--- ---9-;"--- --24To--- -'-c-;;;;r~pia-;e- --'309'-
----iii.--- ---9):-- ---"402---- ---.C;;edr~pi.a~e-- ---91.---
--1'0--- ----9-;.:--- ---403--- ---cu(-;;diiiPia~~-- --iii----
---il-- -"-17A-- ---292--- ---o;;di;'Pfu~e- --iil-.
---.il'. --17;\-' ---292"\'-- ---.curecii;'Pia-;e--- --56'-
'-ii--- --T7A'-- .--292B'-- .---c~d-h~i;~e-- --Tu--
---ii--- --i-7A'- -'292(:"-- ----C;;edfu'Piace- --~i74----
~.-~_...- ---------~ ----------- -.---------.---------- ---------
BllSin
Length
Act
_____~.~. __..___________________ ...M_________
__~1.91._ ___~.!lre~l.~R!.'!.s.L. _..l_~L..
2402 Cured In Place 305
------- _.._-.._---~---..'-_...._.- ---------
___~~91.._ ____<;~.!:.~.I.llf..!.~s~__ ____t~~.__
Rehab Mlhd
City of Miami Beach
180
City of Miami Beach I I Program
Basin Phase IV Lillt ID RI!/utb Mthd Ll!tlgth
WO_ Act
::Iit.-- :::_1~:_ :~!!il~pl~~:: =:]~___
___I7e.__ __~_~L__ ___.9!.~_l.J!f.t~!!_ ____;t~Q..__
17 A 326A Cured In Place 306
---------.- ------------ .----.~-----------_.-- ----------.
45A .356 Cured In Place 319
---45A- -- 356;'- ---Cii;dl~pi;~~--- ----49----
-i1~':= :::l~7A:: =:~~~~Jif.t~~= __ iiQ::::
___~~A___ __1~7-1?__ ____c;..I!.IE.~_~~f.!l!.~~_ _.Jl~___
45A 357C Cured In Place 53
::i~~:= ::J:~7Q___ ::S~i~~JiR!~s~:: :::~y.:::
___.1~~__ _~EL_ ___.c.;~!_e..1J!!R~Il!!___ ____E____
11 SA 291D Cured iu Place 50
:::21:::- -::1~:: ____ifL::: =::~I~~iE~~:: :::)1~:::
11 SA 334 Cured in Place 360
---~ii---- ---5~ -3:34A-- ----C.;;;di;;P~~~--- ----7"0--
------.-.- ----~--~. ---------- ---------------.------ ------------
11 SA 337B CU\"ed in Place 300
:::([_ 5A::: :::I~~:::: =:g~~~jJ!R~~=: ::::m:::
II 5A 338A Cured in Place 281
-11 ---5A--- --3"380-- -c~;;;d'inPi~e- --li4---
--11- -- 5A--- ---3'39-- ---C-;;;;dini>~- --i-.:ji---
---tl- ---SA--- --"3si--- ---c-;;;;d-~pi;.;-- ----296----
::::t!:: --:~~::: :::~~L_::: C~~~t~Khi~e- ::::7:[[:::
11 5A 352A Cured in Place 48
.-----ir ---SA--- --358- ---c;;;d'fni>ii<i- --"200--
'::~IL:: -:::~~:::::: -=--~m~: ~::9~L~t~1~~-- =25~::~~
11 5A 359A Cured in Place 276
-..-........-- -----..- -...-....-- "------"'----- ..----
II 5A 359B Cured in Place 42
:::I!:~- -::5(:- ~K: ::9~i~Ylr.~s~:: -::::?l.:_:-
11 SA 361 Cured in Place 272
.._...~--. --------- -------- .--------~-~..------- --..---------
__U___ __.J..~_ _ 36L__ _.s~~_inR~~L_ ____lQ2__
_-U__ _?.~___ ____}.&L__ ._9~A..i;l.R!!cl~_ n__l.~Z____
11 5A 3638 Cured in Place 24
:-TI::: :I~::_ _:l~2C - :--~~~:~~~::_ ::::m::-
__li. _J~__ __}.&4_ __~~JAR~~~L_ __11L__
____ll___ ___~~__ _l~h.._ __._f..1!!..c:.<.!_~'!?J.~~_ _...l~L_
____U__ __.!!.~!\___ _}_~~b.._ ___<;~!1E~R~~ ___.J_!L__
II 65A 354C Cured [n Place 59
-::t~~:= _::s~~::: ~i~f- :::f~I~~~~~~:_ ::178-::
lSA 50A 2013D Cured In Place 270,
--is-A-n --'5oA- -foliE- --C;;;;TI;;Pla~~--- --259---
-::Ht;:: ::::S:Qt-__ =~Qm~: :=:t~~j~j>l~s~::: ::(65:
15A 50A 20130 Cured In Place 194
-i5A-- --SOA-- --io13H- ---c~;;;jj;Pb';--- ----i8i----
--i5:.\-- --50A - 2oiiT- ---c~~I~PI~~~--- ---3'8----
--is);:--- --50;\- ---iiiur-- .--C;r-;.rfuPb~~--- ----3-73---
n-iSA-- ---50A-- --ioi7ii-- --c~J In Pi;';-- ---186----
'--[SA-- --50;\-- -ii:ii7C- ---C-;;t-;d In pi~~~--- --iS7"---
'---iSA --:SOA--- ---21)i7D --C~;red-inpi;;~--- ---i4r--
----iSA ----SOA-- --ioi7:E-- -- C';;J-fuPi;c;--- ---ij6----
.---iSA--- ----5"oA-- ---2"0i7:F-- ---c~-;dT~Pi;c;- --r7----
----iSA-- ---SQ;\-- --lllt!;-_. -.Cw:-;dfu-Pi~-- --3"86---
----------- ~---------- ------------ -.------.-.----------- ----------
City of Miami Beach
181
City of Miami Beach I I Program
PhtU'C IV Lett"lh
BasiR Lilfe TD Rehllb Mtlt4 ~
W~ Ad
....------ ---.......... ..-........--..-- -...-----...---.....---- -...----
.__~!__. __!!Qt-__ _~Q1!~ .___<;:~.~e..~.lI!Rt~~__ __TL__
.___12!~_ ___6.Q~__ __~Q.'!L_ ___S.!!:f.!=,.glllrl~L_ ____.2,?_n
____~?.~___ ___!!Qt-__ __LDiL_ ___91_f!d ~!1~_ __l~L_
___~t~~___ __@~_ _~OiL_ .___~~~.{n l1.as!. ._..l-L__
__~t~__ __!!Q::'-__ _~Q1L_ ___f.!!!.~_f.!l-R~<:.._ __...?!L_
..._l~~_ __6.Q::\_ __~Q.5_L_ ___fun:.(L~..R~~__ ___l?-~__
__.~~A_ ._ftJ~__ _~9.?.L_ __S~~Jn ~!!~~__ ___.?&.!___
__)_~f._ __ftJ..A__ __~g1L. ___~.!!!'..~V.!!!l~~___ _____~L__
___l~A___ _6.Q~__ ___~Q!i.L_ __f~~l.!!.R~__ ____ilL__
___-~L__ .l~-I^__ ___~~__ ____~~~~..ll!y.~___ ____~L.
____tt_. 32-1A 2071 Cured In Place 301
__tt__ ,-:fi:itL: -:=~~l~::: -::f!;i~[ij!R[~~~:_ -:)sC::
18 32-1A 2073 Cured In Place 322
:__t[: -rMA'- ---207r- --c~i;iiii;iac;;--- ----i9ij""..
__lL_. : 3fi!C - ~07~::: :::~!;i~~)iR~~;- _ :I~?--:
18 32-1A 2076 Cured In Place 2iO
--:::(C:: --ri:i;C --2077 "'c-;;;di"itp~;- -251.--
___1.L_ ::IE!t.-- --iQl~: :::C~_eKij.2~~~: =I~ :
18 _2_~:!!\_ __~g12_ __ CU!~~..R!!<::..._ __1_7.:L__
___lL _2_H!L _..l9~Q_ __ cl!!!~l..l!!l'!.<:L. ___2&7___
___..It.. ,B,:!A_ _~9.!l_L_ ____9!.rEHI!.ft~!:__ --.._~~.._.
____~L_ _ 32~__ __29~L_ ___9l!..~c!l..~f!!!.':L_ ____l<!L__
___.J.L 21:!~__ ____~9.!l_L_ ___<;~_'?~_ill.ft~SL_ __J1L_
_..IL.. _~~:!A_ ____~g~__ ___<;:!!.t.=.~.I..l!f!!!.,:!:__. __~~L_
_..lL._ ._~_~:!~_ ___~!~_ ____<;~.fu!'l~:_ _..1_~____
1 g 32-1 A 2086 Cured In Place 169
.~-----._-- ._~-~---_.. -~~~.._--- ~~~--------------- -~"---
__lL_ .J_~:!A__ __ 208L __.f.!1!.t;.t!1..'!. PIl!.~_ -7_~__
___.lL__ __)_~:!A_ .._ 20.!lJ._ ___~!..~ In fl~ ___.f.:R__
IS 32.IA 2091 Cure4 In Place 112
::::I~=:- --j-i:!A- ::::~j1:= :::9tr..e.<!1f! PIl!~= _::-lff:
18 n.IA 2093 Cured In Place 252
.-----is- --j-iA"- --2066" --Q;;:;d In -Pi;.:e-- --366--
----------- .----~~--._. ....------- ~~~~~_._---------- -----------
18 32A 2067 Cured In Pla.c:e 310
.----19- -T;:- --3iss-- --CUredhiP1a~~--- ----276 --.
'---19--- --;iA-- --322""6"-- --c;;;;r~pj;;';e- ----'-59"-
'--19--- ---7;:-- --3227-- --c;;idinPi;~;'-- --i99 ---
--19---- ---::j;'-- -3231- ---C;;ed-iiiPl;;~-.- ----[E---
'---i9-'-- ---:;;..--- ---3271- ---c-;;~hiPi~;;-- ---25'7---
---ir--. --T;'-- 327 LA- ---c;~;;i"~Pi;;~--- ---ij----
'-'''-ir--- ---7:~-- ---3281- --cu;d-i~p~~-- ---iso---
-----i9---- ---=i'A-- -'-fl-82"- .-C;;;;d"iii'P'ii;;. 347--
--j'r- --7-;'--. --3284- ....c-;;;;ciiniila.;-- -324-
----1'9--- --SA--- --31'60- ---c~7;d"i;-p~;;- ---'200._-
"'--i9--- ---gA-.. ---3i6"i-- ---C~-;edi;pi.i- --2"54
--1:;:-- -21;- -jJ41- ---C\i;e"di';"Place- ---303
-'~IB-- --iiA- ni:'\- ---CU;edln Pla.i" ---38"----
.----iB'-- --24):-- --{(jj-- ---(:;;00 fuP~;- --'257-
-iB"-- ---6S;C --26?:.\- ----C;;edI~pj;~;- ---"-8----
----y:B.-- --681.-- ---2""63--- -c~-fupi~;-- ---302---
--Ya--- ---70A-- ---265--- .---c-;-;cii;-~~--- --322-
..~-_._--- -------... ----------- ----------~_..._--~-- -------.~"-
City of Miami Beach
182
City of Miami Beach II Program
BtISin Phase IV Line lD Rehab Mtlul Length
W~ Ad
--....-...-.... ....----....- ----..---------- ..---..--
.___J1L__ ___7..Q~___ __9!!_l!t1.1.!!!tai~_ ...;31L_
____JA____ 70A Cured In Place 225
18 -"701\--- ---&;;;T.I~pi~~--. ----230--
-=I~::_ =J~t:~:- __.72.__ :..__~;jhPi~~= :::Iit:
___LIil__ _IQt-__ __.7.QA._._ .__<;.!!.':!!!!].!!_~~~___ ---...!:'!~---
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___J.~____ _IQt-....__ _ 77A___ ___.9!.~_ll!!tl!.~__ __.J_~___
.____.1..~____ ___J..Q~__ 99A Cured In Place 167
____1..I,!___ ___I9.L_ ::?~~::: :-c~AiR1~~:_ ::J:i9::__
___-'_~___ ___721--___ 99C Cured In Place 164
IB 70A 99D--- --eun;dfu~e --179-'-
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_--'~___ 70A 99F Cured In Place 34
IB -70i..-- --~i9Gm ----Cur;rfu-Pla~-- ---2:0;:-
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___.1.<;____ __lQ2A_ __...!.72___ _ Cured ~1!!ta.EL _ 33L__
___--'.<;____ _.!Qf_~__. _.~~~~_.. __.f!lrecLI.!!!tl!SL _J.~L_
_____1..<;____ ___!9lL _.!7?.!L~ ___<2.ured Il!1'la~~__ ._1.~____
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____IS_._ l02A 179D Cured In Place 353
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Ie l02A 184 Cured In Place 124
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Ie 102A 202F Cured In Place 61
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IC 40A 80E Cured 1n Place 450
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Ie --667\--- -IOt--- ---c;;;;d"i~P'"j;~--- ---ijg--~
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lC 66A 202B Cured In Place 177
-----re..--- ---66A ....--2026-- -Cured'x;- Place --68---
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21 --I7:;';:- --4068--- ----e-.;;;dh-Piace-- --307---
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City of Miami Beach
183
City of Miami Beach I I Program
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----iT--- --"27'A--- 409'0- ---cmoo fuPlac;-- ----L44---
_________ .________~_ ._________~4 _____~______________ _________.-
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._________~ ~.________ w___________ ______________________ _~__.______
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21 36A 4145 Cured In Place 271
--------- ------- ------------ ------------.-...<<---- ------------
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City of Miami Beach
184
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Jan.15. 2002 9:58AM
~' "!
AZURIX
No.186! P.3
0071 o~ FORM OF PERFORMANCE BOND
Bond #103722463
BY THIS BOND, We Azurix North America Undergrou~d. Infrastruct'!reainc.
Principal, hereinafter called CONTRACTOR, and
Travelers Casualty and Surety Co~pany , as Surety, are bound to the City of Miami
of Amer~ca
Beach, Florida, as Obligee, here'lnafter called CITY, In the amount of
Five million two hundred eighty eight
thousand nin~hllnrl""rl t-hi,.t-JT LJolISrs ($5.288.9l4 Qh for the payment whereof
four and 00 100 .
CONTRACT R and Surety bind themselves, their heirs. executors, administrators,
successors and assigns, Jointly and severally.
WHEREAS, CONTRACTOR has by written agreement entered into a Contract,
Bid/Contract No.: 36-00/01 awarded the 15th day of
January , 20....QL, with CITY which Contract Documents Bre by reference
incorporated herein and made a part hereof, Bnd specifically inolude provision for
liquidated damages, and other damages identified, and for the purposes of this Bond
are hereafter referred to as the "Contract";
THE CONDITION OF THIS BOND Is that If CONTRACTOR:
1. Performs the Contract between CONTRACTOR and CITY for constructloh of
Rehabilitation of Sanitary SeWerR-rp.lininlr p.xi"tinf'sys~eIthe Contract being
made a part of this Bond by reference, at the times and in the manner prescribed
in the Contract; and
2. Pays CITY all losses, liquidated damages, expenses, costs and attorney's fees
including appellate proceedings, that CITY sustaIns as a result of default by
CONTRACTOR under the Contract; and
"
BID NO: 36-00/01 .
DATE: 8129101
CITY OF MIAMI BEACa:
48
Jan.15. 2002 9:58AM
AZURIX
No.1861 P.4
.
FORM OEPERFORMANCE BOND
(Continued)
3. Performs the guarantee of all work and materials fumlshed under the Contract for
the time specified In the Contract; then THIS BOND IS VOID, OTHERWISE IT
REMAINS IN FULL FORCE AND EFFECT.
Whenever CONTRACTOR shall be, and declared by CITY to be, In default under
the Contract, CITY having performed CITY obligations thereunder, the Surety
may promptly remedy the default, or shall promptly:
3.1. Complete the Project In accordance with the terms and conditions of the
Contract Documents; or
3.2. Obtain a bid or bids for completing the Project in Bccordance with the
terms and conditions of the Contract Documents, and upon
determination by Surety of the lowest responSible Bidder, or, if CITY
elects, upon determination by CITY and Surety jointly of the lowest
responsible Bidder, arrange for a contract between such Bidder and
CITY, Bnd make available as work progresses (even though there
should be a default or a succession of defaults under the Contract or
Contracts of completion arranged under this paragraph) sufficient funds
to pay the cost of completion less the balance of the Contract Price; but
not exceeding, Including other costs and damages for which the Surety
may be liable hereunder, the amount set forth In the first paragraph
hereof. The term "balance of the Contract Price," as used In this
paragraph, shall mean the total amount payable by CITY to
CONTRACTOR under the Contract and any amendments thereto, less
the amount properly paid by CITY to CONTRACTOR.
No right of action shall accrue on this bond to or for the use of any person or
corporation other than CITY named herein.
The Surety hereby wail/es notice of and agrees that any changes in or under the
Contract Documents and compliance or noncompliance with any formalities
connected with the Contract or the changes does not affect Surety's obligation
under this Bond.
Signed and sealed this 15th day of January
2002
,
Bm NO: 36--00/01
DATE: BlZ9/01
CITY OF MIAMI BEACH
49
Jan.15. 2002 9:58AM
AZURIX
No.1861 P.5
.
S:
FORM OF PE:RFORMANCe BOND
(Continued) - J A i.AM-/."..... -
tt ^ LU i x. N /) r- V1 11"' r:J ----
Ut1o!er-JrtJu-"Iti rnf;A-~+('q..c;hLre) he...
sma of Corporation)
-'(CORP-QAATE SEAL)
(
iJJM.JL tWvu; ~~
(pnnt Name and title) ,
By:
IN THE PRESENCE OF:
tJ~Ih.~
INSURANCE COMPANY: Tr-avelers Casualty and
B~ Mr:~Ameda
Agent and Attorney-in-Fact Theresa M. Riker:
Patricia M, Kapp
AddreSs: 399 Thornall Street
(Street)
Edison, NJ 08837
(Clty/StatalZip Code)
Telephone No.: 732-494-6050
Florida Resident A&ent
,
De ise Taylor
7650 Courtney Campbel
Tampa, FL 33607
813-281-2095
. "
BID NO: 36-00101
DATE: 8/'29/01
CITY OF MIAMI BEACB
50
TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA
TRAVELERS CASUALTY AND SURETY COMPANY
FARMINGTON CASUALTY COMPANY
Hartford, Connecticut 06183-9062
POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATfORNEY(S)-IN-FACT
KNOW ALL PERSONS BY mESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF
AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY,
corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford,
County of Hartford, State of Connecticut, (hereinafter the "Companies") hath made, constituted and appointed, and do by these
presents make, constitute and appoint: William L. Minderjahn, Theresa M. Riker, Edward B. Pray, of Somerset, New Jersey,
their true and lawful Attomey(s)-in-Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any
place within the United States, the following instrument(s): by hislher sole signature and act, any and all bonds, recognizances,
contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and
all consents incident thereto and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the
duly authorized officers of the Companies, and all the acts of said Attomey(s)-in-Fact, pursuant to the authority herein given, are
hereby ratified and confirmed.
This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are
now in full force and effect:
VOTED: That the Chairman, the President, any Vice Chairman. any Executive Vice President, any Senior Vice President, any Vice President, any
Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assisuint Secretary may appoint Attorneys-in-Fact
and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe
to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatoI)' in
the nature of a bond, recognizance. or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such
appointee and revoke the power given him or her.
VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President
may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is
in writing and a copy thereof is filed in the office of the Secretary.
VOTED: That any bond. recognizance, contract of indemnity, or writing obligatory in the nature of a bond. recognizance, or conditional
undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any
Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any
Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary, or (b) duly executed (under seal, if
required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or
by one or more Company officers pursuant to a written delegation of authority.
This Power of Attorney and Certificate of Authority is signed and sealed by facsimile (mechanical or printed) under and by
authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY
COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY
COMPANY, which Resolution is now in full force and effect:
VOTED: That the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice
President, any Assistant Vice 'President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any
power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in-Fact for
purposes only of executing and attesting bonds and undertakings and other writings obligatoI)' in the nature thereof, and any such power of attorney
or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and
certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or
undertaking to which it is attached.
(tl.{)O Standard)
TRAVELERS CASUAL'TY AND SURE'TY COMPANY OF AMERICA
HARTFORD, CONNECTICUT 06183
FINANCIAL STATEMENT AS OF JUNE 30, 2001
AS FILED IN THE STATE OF NEW JERSEY
CAPITAL STOCK $ 6,000,000
ASSETS
LIABILITIES
CASH & INVESTED CASH
BONOS
STOCK
OTHER INVESTED ASSETS
INVESTMENT INCOME DUE
AND ACCRUED
PREMIUM BAlANCES
REINSURANCE RECOVERABLE
FEDERAL INC. TAX RECOVERABLE
RECEIVABLE FOR SECURITIES
OTHER ASSETS
TOTAL
$ 107,369,152
1.360,602.644
32,754,366
15.302,164
18.026,421
99,840,342
2,395,252
23.802,977
34.144,780
$ 1 694,238.098
UNEARNED PREMIUMS
LOSSES
LOSS ADJUSTMENT EXPENSES
ACCRUED EXPENSES AND OTHER
LIABILITIES
PROVISION FOR REINSURANCE
TOTAL LIABILITIES
CAPITAL STOCK
PAID IN SURPLUS
OTHER SURPLUS
SURPLUS TO POLICYHOLDERS
TOTAL
$ 6,000,000
303,297,402
356.526.1n
$ 354,461,496
277,738,698
81,896,146
290,467,262
23,850,922
1,028,414,524
665,823,574
$ 1 ,694,238.098
STATE OF CONNECTICUT
COUN'TY OF HARTFORD
CI'TY OF HARTFORD
)SS.
CRAIG MENSE, BEING DULY SWORN, SAYS THAT HE IS A SENIOR VICE PRESIDENT. BONO, OF TRAVELERS CASUALTY
AND SURETY COMPANY OF AMERICA. AND THAT TO THE BEST OF HIS KNOWLEDGE AND BELIEF, THE FOREGOING IS A TRUE
AND CORRECT STATEMENT OF THE FINANCIAL CONDITION OF SAID COMPANY AS OF THE 30TH DAY OF JUNE, 2001.
~ .0 Ut.k#
SENIOR VICE PRESIf'>ENT, BONO
~/L/
NOT Y PUBLIC
MYCOMMrssIoNEXPIRES JU~ 30,2006
Jan.15. 2002 9:58AM AZURIX
No.1861 P.6
.
00720. FORM OF PAYMENT BOND
Bond #103722463
. BY THIS' BOND We Azurix North America Underground Infrastructure, Inc_
, , as
Principal, hereinafter called CONTRACTOR, and
Travelers Casualty and Surety
Company of America , as Surety, are bound to the City of Miami
Beach, Florida, as Obliaee, hereinf,lfter called CITY, in the amount of
Five million two hundred e1ghty eight thousand .
nine hundred thirtv four and OO(1QO Dollars ($ 5.288.934.00) for the payment
whereof CONTRACTOR and Surety bind themselves, their heirs, executors,
administrators, successors and assigns, Jointly and severally.
WHEREAS, CONTRACTOR has by written agreemeht entered Into a Contract,
Bid/Contract No.: 36-00/01 awarded the 15th day of
.Tanuarv , 20-ll2..., with CITY which Contract Documents are by reference
Incorporated herein and made a part hereof, and specifically Include provision for
liquidated damages, and other damages Identified, and for the purposes of this Bond
are hereafter referred to as the "Contract";
THE CONDITION OF THIS BOND Is that If CONTRACTOR:
1. Pays CITY all losses, liquidated damages, expenses, costs and attorney's fees
including appellate proceedings, that CITY sustains because of default by
CONTRACTOR under the Contract; and
2. Promptly makes payments to all claimants as defined by Florida Statute
255.05(1) for all labor, materials and supplies used directly or Indirectly by
CONTRACTOR in the performance of the Contract;
THEN CONTRACTOR'S OBLIGATION SHALL BE VOID; OTHERWISE, IT
SHALL REMAIN IN FULL FORCE AND EFFECT SUBJECT, HOWEVER, TO
THE FOLLOWING CONDITIONS:
2.1. A claimant, except 8 laborer, who Is not In privity with CONTRACTOR
and who has not received payment for Its labor, materials, or supplies
shall, within forty-fIVe (45) days after beginning to furnish labor,
materials, or supplies for the prosecution of the work, furnish to
CONTRACTOR a notice that he intends to look to the bond for
protection.
BID NO: 3"6.00101 CITY OF MIAMJ BEACH
DA TEl 8129101 !II
,Jan.15.2002 9:59AM
.
AZURIX
No.1861 P.7
FO~M QF PAYMENT BONO
(Continued)
2.2. A claimant who Is not Ih privity with CONTRACTOR and who has not
received payment for its labor, materials, or supplies shall, within ninety
(SO) days aftef performance of the labor or after complete delivery of the
materials or supplies, deliver to CONTRACTOR and to the Surety,
writteh notice of the performance of the labor or delivery of the materials
or supplies and of the nonpayment.
2.3. No action for the labor, materials, or supplies may be Instituted agalhst
CONTRACTOR or the Surety unless the notices stated undef the
preceding conditions (2.1) and (2.2) have been given. .
2.4. Any action under this Bond must be instituted In accordance wlththe
Notice and Time limitations provisions prescribed In Section 265.06(2),
Florida Statutes.
The Surety hereby waives notice of and agrees that any changes In or under the
Contract Documents and compliance or noncompliance with any formalities
connected with the Contract or the changes does not affect the Surety's
obligation under this Bond.
Signed and sealed this 15th day of
January
, 20...522-.
CONTRAPTOR IJ-~w/x Notth. A-vne,.,'co..
tlI'1Jef.&rou-l'Id InfrM+rIU!-fv.re, 1:.1'It2.
(N f rporatlon)
(CD~teSeal)
'L IM~
(Print Name and Title)
--,,-..
n day of ~~~. 20.a:J-
BID NO: 36-00/01
DATE: Bn.9/01
CITY OF' MIAMI BEACH
5~
......
Jan.15. 2002 9:59AM
AZURIX
..
IN THE PRESENCE OF:
?~:~ I>J -fw
Patricia M. Kapp
....
BID NO: 36-00/01
DATE: 81Z9101
No.18G! P.8
INSURANCE COMPANy:Trave1ers Casualty and
Surety Comp~ny of America
By:
-:....~~
. 'there"sa. H'. Riker
Address: 399 Thomall Street
(Street)
Edison, NJ 08837
(Clty/StatelZip Code)
Telephone No.:
732-494-6050
By:-
Denise Taylor
7650 Courtney Campbell
Tampa, FL 33607
813-281-2095
CITY OF MIAMI BEACH
53
~
TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA
TRAVELERS CASUALTY AND SURETY COMPANY
FARMINGTON CASUALTY COMPANY
Hartford, Connecticut 06183-9062
POWER OF ATIORNEY AND CERTIFICATE OF AUTHORITY OF ATIORNEY(S)-IN-FACT
KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF
AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY,
corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford,
County of Hartford. State of Connecticut, (hereinafter the "Companies") hath made, constituted and appointed, and do by these
presents make, constitute and appoint: William L. Minderjahn, Theresa M. Riker, Edward B. Pray, of Somerset, New Jersey,
their true and lawful Attomey(s)-in-Fact. with full power and authority hereby conferred to sign, execute and acknowledge, at any
place within the United States, the following instrument(s): by hislher sole signature and act, any and all bonds, recognizances,
contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and
all consents incident thereto and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the
duly authorized officers of the Companies, and all the acts of said Attomey(s)-in-Fact, pursuant to the authority herein given, are
hereby ratified and confirmed.
This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are
now in full force and effect:
VOTED: That the Chainnan, the President, any Vice Chainnan, any Executive Vice President, any Senior Vice President, any Vice President, any
Second Vice President, the Treasurer. any Assistant Treasurer. the Corporate Secretary or any Assistlint Secretary may appoint Attorneys-in-Fact
and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe
to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in
the nature of a bond, recognizance, or conditional undertaking. and any of said officers or the Board of Directors at any time may remove any such
appointee and revoke the power given him or her.
VOTED: That the Chainnan, the President, any Vice Chairman. any Executive Vice President, any Senior Vice President or any Vice President
may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is
in writing and a copy thereof is filed in the office of the Secretary.
VOTED: That any bond. recognizance, contract of indemnity. or writing obligatory in the nature of a bond, recognizance, or conditional
undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chainnan, any Executive Vice President, any
Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any
Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary, or (b) duly executed (under seal, if
required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or
by one or more Company officers pursuant to a written delegation of authority.
This Power of Attorney and Certificate of Authority is signed and sealed by facsimile (mechanical or printed) under and by
authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY
COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY
COMPANY, which Resolution is now in full force and effect:
VOTED: That the signature of each of the following officers: President. any Executive Vice President, any Senior Vice President, any Vice
President, any Assistant Vice 'President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any
power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in-Fact for
purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney
or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and
certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or
undertaking to which it is attached.
(11-00 Standard)
t'-
TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA
TRAVELERS CASUALTY AND SURETY COMPANY
FARMINGTON CASUALTY COMPANY
Hartford, Connecticut 06183-9062
POWER OF ATIORNEY AND CERTIFICATE OF AUTHORITY OF ATIORNEY(S)-IN-FACT
KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF
AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY,
corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford,
County of Hartford, State of Connecticut, (hereinafter the "Companies") hath made, constituted and ap~inted, and do by these
presents make, constitute and appoint: William L. Minderjahn, Theresa M. Riker, Edward B. Pray, of Somerset, New Jersey,
their true and lawful Attomey(s)-in-Fact. with full power and authority hereby conferred to sign, execute and acknowledge, at any
place within the United States, the following instnunent(s): by hislher sole signature and act, any and all bonds, recognizances,
contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and
all consents incident thereto and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the
duly authorized officers of the Companies, and all the acts of said Attomey(s)-in-Fact, pursuant to the authority herein given, are
hereby ratified and confinned.
This appointment is made uncler and by authority of the following Standing Resolutions of said Companies, which Resolutions are
now in full force and effect:
VOTED: That the Chairman, the President, any Vice Chainnan, any Executive Vice President, any Senior Vice President, any Vice President, any
Second Vice President, the Treasurer. any Assistant Treasurer. the Corporate SecretaIy or any AssistSnt SecretaIy may appoint Attorneys-in-Fact
and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe
to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in
the nature of a bond, recognizance, or conditional undertaking. and any of said officers or the Board of Directors at any time may remove any such
appointee and revoke the power given him or her.
VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President
may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is
in writing and a copy thereof is filed in the office of the Secretary.
VOTED: That any bond, recognizance, contract of indemnity. or writing obligatory in the nature of a bond, recognizance, or conditional
undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chainnan, any Executive Vice President, any
Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate SecretaIy or any
Assistant SecretaIy and duly attested and sealed with the Company's seal by a SecretaIy or Assistant SecretaIy, or (b) duly executed (under seal, if
required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or
by one or more Company officers pursuant to a written delegation of authority.
This Power of Attorney and Certificate of Authority is signed and sealed by facsimile (mechanical or printed) under and by
authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY
COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY
COMPANY, which Resolution is now in full force and effect:
VOTED: That the signatur~ of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice
President, any Assistant Vice 'President, any SecretaIy. any Assistant SecretaIy, and the seal of the Company may be affixed by facsimile to any
power of attorney or to any certificate relating thereto appointing Resident Vice Presidents. Resident Assistant Secretaries or Attorneys-in-Fact for
purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney
or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and
certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or
IDldertaking to which it is attached.
(11-00 Standard)
, "
TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA
HARTFORD. CONNECTICUT 06183
FINANCIAL STATEMENT AS OF JUNE 30. 2001
AS FILED IN THE STATE OF NEW JERSEY
CAprrAL STOCK $ 6.000.000
ASSETS
LIABILITIES
CASH & INVESTED CASH
BONOS
STOCK
OTHER INVESTED ASSETS
INVESTMENT INCOME DUE
AND ACCRUED
PREMIUM BAlANCES
REINSURANCE RECOVERABLE
FEDERAL INC. TAX RECOVERABLE
RECEIVABLE FOR SECURITIES
OTHER ASSETS
TOTAL
$ 107,369.152
1.360.602,644
32.754,366
15,302,164
18,026,421
99,840,342
2.395,252
23,802,9n
34,144.780
$ 1,694.238.098
UNEARNED PREMIUMS
LOSSES
LOSS ADJUSTMENT EXPENSES
ACCRUED EXPENSES AND OTHER
LIABILITIES
PROVISION FOR REINSURANCE
TOTAL LIABILITIES
CAPITAL STOCK
PAID IN SURPLUS
OTHER SURPLUS
SURPLUS TO POLICYHOLDERS
$ 6.000.000
303,297.402
356.526,1n
$ 354,0461.496
2n.138.698
81,896.1046
290.467,262
23.850.922
1,028.414,524
665,823.574
$ 1,694,238.098
STATE OF CONNECTICUT
COUNTY OF HARTFORD
CITY OF HARTFORD
)SS.
TOTAL
CRAIG MENSE, BEING DULY SWORN, SAYS THAT HE IS A SENIOR VICE PRESIDENT. BONO. OF TRAVELERS CASUALTY
AND SURETY COMPANY OF AMERICA, AND THAT TO THE BEST OF HIS KNOWLEDGE AND BELIEF. THE FOREGOING IS A TRUE
AND CORRECT STATEMENT OF THE FINANCIAL CONDITION OF SAID COMPANY AS OF THE 30TH DAY OF JUNE, 2001.
t~~
SENIOR VICE PRESI!'lENT. BONO
~/M
NOTA Y PUBLIC
M\'Mlft__u.
............'OOIUl'/ EXPIRE'S JUNE 30, 2oc6
ISSUE DATE (MMIDDIYY)
1/15i02
THIS CERTIFICATE IS ISlUED AS A MATTER OF INFORMATION ONLY AND
CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE
DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE ""FORDED BY THE
POLICIES BELOW.
COMPANIES AFFORDING COVERAGE
ACORD
co.ANY
LEITER A Travel.... InsUl'1lnc8 Company
co.ANY
LEITER B Lexington and CGNU (1861)
co.ANY
LEITER C
co.ANY
LEITER 0
co.ANY
. LEITER E
co
LTlI
TYPE Of' INSURANCE
PO\JCY NUMBER
PRODUCER
FRENKEL & CO., INC.
1740 Broadway
5th Floor
New York, NY 10019
Phone No. (212) 488-0200
Fax No. (212) 488-0220
INSURED
Azurtx North AmerIca
Underground Infrastructure. Inc.
1117 NW 55lh Street
Fort lauderdale. FL 33309
THIIIS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY
PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT
TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS
SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
POlICY PO\JCY
EFFECTIVE DATE EXPIRATION DATE
A
GENERAL LIABILITY
t8:! CoMMERCIAL GENERAL LIABILITY
o CLAIMS MADE t8:!OccUR.
o OwNER'S & CoNTRACTOR'S PRoT.
o
o
10/112002
UIIITS
GENERAL AGGREGATE $ 12.000.000
PR00UCT5-COMP/OP AGG. $ 12,000.000
PERSONAL & ArN. INJURY $ 1,000.000
EACH OccURRENCE $ 1.000.000
FIRE DAMAGE (ANY 0fE FIRE) $ 1,000.000
Meo. ExPENSE (ANY 0fE PEAsoH) $ 5.000
CoMBINED SINGLE LIMIT $ 1.000.000
BoDILY INJURY (PER PeRsoN) $
BoDILY INJURY (PeR Acc1DENT) $
PROPERTY DAMAGE $
EACH OCCURRENCE $ 10.000.000
AGGREGATE $ 10,000.000
STATUTORY LIMITS $ 1.000,000
EAcH ACciDENT
DISEASE-POLICY LIMIT $ 1.000.000
DISEASE-EACH EMPlOYEE $ 1.000.000
$ 1,000.000 PER OCcuRRENCE Loss LIMIT
GLSA260T331701
101112001
A
AUTOMOBILE LIABILITY
t8:! ANY AUTO
o Au OwNED AUTOS
o ScHEDULED AUTOS
o HIRED A'.1TOS
o NoN-OwNEO AUTOS
o GARAGE LIABILITY
"'
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE
CANCELLED BEFORE THE EXPIRATION DATE THEREOF. THE
ISSUING COMPANY WILL ENDEAVOR TO MAIL 1ll DAYS
WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO
THE LEFT. BUT FAILURE TO MAIL SUCH NOTICE SHALL
IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON
THE COMPANY. ITS AGENTS OR REPRESENTATIVES.
A ZED REPRESE~VE .
CAP260T329801
101112002
B
EXCESS LIABILITY
o UMBRELLA FORM
t8:! OTHER THAN UMBRELLA FORM
WORKER'S COMPENSATION
AND
EMPLOYERS LIABILITY
10/112002
LOCX045
10/112001
101112002
UB260T326201
101112001
A
A
OTHER
PROPERTY DAMAGE
BUSINESS INCOME
BUSINESS INTERRUPTION
CMB295T525501
101112001
101112002
DESCRIPTION OF OPERATIONSlLOCATlONSNEHICLESlSPECIAL ITEMS
The Certificate Holder is named Additional Insured with respect to the operations of the Insured.
RE: Rehabilitation of Sanitary Sewers
Location: Various within the City of Miami Beach
Contract #36-00/01
City of Miami Beach
Attn: Gus Lopez
1700 Convention Center Drive
Miami Beach, FL 33309