HomeMy WebLinkAboutCity of Tamarac Resolution R-2001-095Temp. Reso. #9331
March 23, 2001 1
Revision 1, April 4, 2001
CITY OF TAMARAC, FLORIDA
RESOLUTION NO. R-2001-95
A RESOLUTION OF THE CITY COMMISSION OF THE
CITY OF TAMARAC, FLORIDA, AUTHORIZING THE
APPROPRIATE CITY OFFICIALS TO ACCEPT AND
EXECUTE AGREEMENTS FOR THE FY01 INFLOW AND
INFILTRATION PROJECT WITH THE FOLLOWING TWO
SEWER REHABILITATION COMPANIES: (1) INSITUFORM
TECHNOLOGIES, INC., AND (2) AZURIX NORTH
AMERICA UNDERGROUND INFRASTRUCTURE, INC.,
AUTHORIZING THE DIRECTOR OF UTILITIES TO
APPROVE WORK TASKS UNDER EACH CONTRACT UP
TO A COMBINED TOTAL COST NOT TO EXCEED
$750,000; AUTHORIZING THE APPROPRIATE CITY
OFFICIALS TO ADMINISTER THE CONTRACT;
PROVIDING FOR CONFLICTS; PROVIDING FOR
SEVERABLIITY; AND PROVIDING FOR AN EFFECTIVE
DATE.
WHEREAS, Broward County Office of Environmental Services has
conducted an Inflow & Infiltration (I & 1) Study identifying Tamarac as having an
excessive amount of I & I conveyed to Broward County Treatment Facility; and
WHEREAS, on October 25, 1995, Tamarac City Commission authorized
the first phase rehabilitation repair program to reduce unwanted wastewater
treatment and disposal charges; and
WHEREAS, the Utilities Wastewater Division's FY01 list of excessive I & I
locations have been identified in the Mainlands 14-16 Subdivisions plus several
Subdivisions in Land Sections 8 & 9 (a copy of which is attached hereto in map
form as "Exhibits 1 and 2") which require sanitary sewer rehabilitation; and
Temp. Reso. #9331
March 23, 2001 2
Revision 1, April 4, 2001
WHEREAS, the City Commission of the City of Tamarac has approved
capital funding for an I & I Program for FY01 as recommended by the Utilities
Department; and
WHEREAS, recognizing that other South Florida Utilities have prepared
bid specifications and awarded contracts for Wastewater Collection System
Sewer Rehabilitation, the Utilities Department wishes to utilize contract prices
from other South Florida Utilities as provided under City Code 6-155; and
WHEREAS, Insituform Technologies, Inc., has offered to extend unit
prices under
a contract
with
Broward County to
the City of Tamarac
for the
rehabilitation
of sewers
with
the execution of the
"Cured -in -Place Pipe
Lining
Repairs Contract US01A-V (a copy of which is attached hereto as "Exhibit 3");
and
WHEREAS, Azurix North America Underground Infrastructure, Inc., has
offered to extend the unit prices under a contract with Palm Beach County to the
City of Tamarac for rehabilitation of sewers with the execution of the "Fold -and -
Formed Pipe Lining Repairs Contract US01A-2" (a copy of which is attached
hereto as "Exhibit 4"): and
Temp. Reso. #9331
March 23, 2001 3
Revision 1, April 4, 2001
WHEREAS, the Director of Utilities shall have the responsibility to assign
Work Tasks based on the most effective and economical method of sewer
repairs using the unit prices provided in the schedule of values under each
contract up to a combined total cost not to exceed $750,000.00; and
WHEREAS, the Director of Utilities and the Purchasing/Contracts
Manager recommend the acceptance and execution of these contracts; and
WHEREAS, the City Commission of the City of Tamarac, Florida deems it
to be in the best interest of the citizens and residents of the City of Tamarac to
accept and execute the contracts with (1) Insituform Technologies, Inc., under
the Broward County Contract No. P2077-99 for Rehabilitation of Sanitary Sewers
by the Cured -in -Place Pipe Liners method; and (2) Azurix North America
Underground Infrastructure, Inc., under the Palm Beach County Project No. WUD
99-48R for Rehabilitation of Sewers by Fold -and Formed Pipe Lining, for which
the Director of Utilities is authorized to approve work tasks under each contract
up to a combined total cost not to exceed $750,000.00.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF
THE CITY OF TAMARAC, FLORIDA, THAT:
1
Temp. Reso. #9331
March 23, 2001 4
Revision 1, April 4, 2001
SECTION 1: The foregoing "WHEREAS" clauses are hereby
ratified and confirmed as being true and correct and are hereby made a specific
part of this resolution.
SECTION 2:
That the appropriate City officials are hereby
authorized to accept and execute the contracts with (1) Insituform Technologies,
Inc., under the Broward County Contract No. P2077-99 for Rehabilitation of
Sanitary Sewers by the Cured -in -Place Pipe Liners and (2) Azurix North America
Underground Infrastructure Inc., under the Palm Beach County Project No.
WUD-48R for Rehabilitation of Sewers by Fold -and Formed Pipe Lining methods
for the FY01 Inflow and Infiltration Project.
SECTION 3: That the Director of Utilities is authorized to approve
work tasks to each contractor in accordance with the schedule of values in each
contract for a combined total cost not to exceed $750,000.00.
SECTION 4: That the City Manager or his designee be authorized
to make changes, issue Change Orders not to exceed $10,000.00 per Section 6-
156 of the City Code, and close the contract award including, but not limited to
making final payment and releasing bonds when the work has been successfully
completed within the terms and conditions of the contract and within the contract
price.
f]
1
1
Temp. Reso. #9331
March 23, 2001 5
Revision 1, April 4, 2001
SECTION 5: All Resolutions or parts of Resolutions in conflict
herewith are hereby repealed to the extent of such conflict.
SECTION 6: If any clause, section, other part or application of this
Resolution is held by any court of competent jurisdiction to be unconstitutional or
invalid, in part or application, it shall not affect the validity of the remaining
portions or applications of this Resolution.
SECTION 7: This Resolution shall become effective immediately
upon its passage and adoption.
PASSED, ADOPTED AND APPROVED this 25th day of April, 2001.
JOE SCHREIBER
MAYOR
AT
ZL
MARION S ENSON, CMC
CITY CLERK
I HEREBY CERTIFY that I
hav) prove his
FS4a UTION hs to formz
MITCHELkA. KRAFT
CITY ATTORNEY
RG/SL/mg
RECORD OF COMMISSION VOTE:
MA,YOR SCHREIBER .
MT 1: COMM. PORTNER
DIST 2: COMM. MISHKINc
DIST 3: V/M SULTANOF C
DIST 4: COMM. ROBERTS
AGREEMENT
BETWEEN THE CITY OF TAMARAC
/ ZU1
INSITUFORM TECHNOLOGIES, INC.
THIS AGREEMENT is made and entered into this 25 day of , 2001
by and between the City of Tamarac, a municipal corporation with principal Aces located
at 7525 N.W. 88th Avenue, Tamarac, FL 33321 (the "CITY") and Insituform Technologies,
Inc., a Florida corporation with principal offices located at 11511 Phillips Highway South,
Jacksonville, Florida 32256 (the "CONTRACTOR") to provide for Cured -in -Place Pipe
Lining Repairs to the City of Tamarac Wastewater Collection System Infiltration & Inflow
Project No. US01A.
Now therefore, in consideration of the mutual covenants hereinafter set forth, the
CITY and CONTRACTOR agree as follows:
1) The Contract Documents
The contract documents consist of this Agreement, conditions of the conditions of
the Broward County Contract No. P2077-99 attached hereto and incorporated herein as if
set forth in full, (General, Supplementary and other Conditions), drawings, specifications,
all addenda issued prior to, and all modifications issued after execution of this Agreement.
These contract documents form the Agreement, and all are as fully a part of the Agreement
if attached to this Agreement or repeated therein.
2) The Work
The CONTRACTOR shall perform all work for the CITY required by the contract
documents as set forth below:
a) CONTRACTOR shall furnish all labor, materials, tools, equipment and everything
necessary to perform, and shall perform, in accordance with the provisions of the
CONTRACT and the terms of the Agreement, the Contract known and identified as
"Cured -In -Place Pipe Lining Repairs, Contract No. US01A-1° and shall do everything
required by this Agreement, the Proposal, the General Terms and Conditions, the
Supplemental General Conditions and Specifications.
b) CONTRACTOR shall clean up and remove each day all debris and material created by
the work at the CONTRACTOR's expense.
c) CONTRACTOR shall supervise the work force to ensure that all workers conduct
themselves and perform their work in a safe and professional manner. CONTRACTOR
shall comply with all OSHA safety rules and regulations in the operation of equipment
and in the performance of the work. CONTRACTOR shall at all times have a
1
competent field supervisor on the job site to enforce these policies and procedures at
the CONTRACTOR's expense.
d) All equipment must be stored in a safe manner when not in operation. The CITY shall
not be responsible for damage to any equipment or personal injuries caused by the
CONTRACTOR's failure to safely store equipment.
e) CONTRACTOR shall provide the CITY with seventy-two (72) hours written notice prior
to the beginning of work under this Agreement and prior to any schedule change with
the exception of changes caused by inclement weather.
f) CONTRACTOR shall comply with any and all Federal, State, and local laws and
regulations now in effect, or hereinafter enacted during the term of this Agreement,
which are applicable to the CONTRACTOR, its employees, agents or subcontractors, if
any, with respect to the work and services described herein.
3) Insurance
CONTRACTOR shall obtain at CONTRACTOR's expense all necessary insurance in
such form and amount as required by the City's Risk Manager before beginning work under
this Agreement including, but not limited to, Workers' Compensation, Commercial General
Liability, and all other insurance as required by the CITY, including Professional Liability
when appropriate. CONTRACTOR shall maintain such insurance in full force and effect
during the life of this Agreement. CONTRACTOR shall provide to the City's Risk Manager
certificates of all insurances required under this section prior to beginning any work under
this Agreement. The CONTRACTOR will ensure that all subcontractors comply with the
above guidelines and will retain all necessary insurance in force throughout the term of this
Agreement.
CONTRACTOR shall indemnify and hold the CITY harmless for any damages
resulting from failure of the CONTRACTOR to take out and maintain such insurance.
CONTRACTOR's Liability Insurance policies shall be endorsed to add the CITY as an
additional insured. CONTRACTOR shall be responsible for payment of all deductibles and
self-insurance retentions on CONTRACTOR's Liability Insurance policies.
4) Bonds
Execution of this Agreement shall include the CONTRACTOR depositing with the
CITY a Performance Bond providing for all the satisfactory completion of the work and a
Payment Bond providing for payment of all persons performing labor in connection with this
Agreement. Each of these bonds shall be in the amount of 100% of the contract amount. A
Maintenance Bond in the amount of twenty-five percent (25%) of the Final Contract Price
shall be required upon completion of construction guaranteeing the repair of all damages
due to improper materials or workmanship for a period of one year after the final
acceptance of work.
2
5) Time of Commencement and Substantial Completion
The term of this Agreement is for a period beginning the first day following execution
by the CITY and ending on April 17, 2002. Upon expiration of the term, the parties may
choose to terminate this Agreement, or exercise the renewal option pursuant to the terms
and conditions of the original Agreement. Such renewal shall be in writing signed by the
parties hereto for a term to be set in the renewal Agreement.
6) Contract Sum
This Contract Sum for the above work is to be determined by the cost of labor and
materials for the Work Tasks assigned to the CONTRACTOR. The assigned Work Tasks
shall be paid in accordance with the Bid Schedule, which is taken from the Broward County
Contract # P2077-99.
The CITY shall pay the CONTRACTOR as just compensation for the performance of
this Agreement, subject to any additions or deductions as provided in this Agreement and
the Broward County Contract # P2077-99.
BID SCHEDULE OF VALUES FOR WORK TASK
TASK
ITEM
DESCRIPTION OF (BID)
UNITS
UNIT
PRICE
QUANITIES*
ITEM
BA.A.1.
LINER 8"DIA. 6.0 MM
LF
$36.00
B.1.8.1
LINER 10"DIA. 6.0 MM
LF
$38.00
13.1.13.2.
LINER 10' DIA. 7.5 MM
LF
$40.00
BA.C.1.
LINER 12" DIA. 6.0 MM
LF
$42.00
BA.C.2.
LINER 12" DIA. 7.5 MM
LF
$44.00
B.2.A.1
BY-PASS PUMPING 8" DIA
LF
$1.00
B.2.A.2
BY-PASS PUMPING 10" DIA
LF
$1.00
B.2.E.
STANDARD SERVICE RECONNECTION
EA
100.00
B.2.F.1.
LINER LATERAL
EA
$600.00
B.2.F.2
SERVICE RECONSTRUCTION (20 FT.)
EA
$3,060.00
B.2.F.3.
ADDITIONAL FOOTAGE
EA
$100.00
3
7) Payments
The CITY shall pay in full the Contract Sum to the CONTRACTOR upon completion
of the work listed in Paragraph 2 of this Agreement unless the parties agree otherwise.
The CITY shall pay the CONTRACTOR for work performed subject to the specifications of
the job and subject to any additions and deductions by subsequent change order provided
in the contract documents.
8) Progress Retention
The percentage of estimated value to be retained shall conform to the following
schedule:
1. Retention for up to 10% of payments claimed.
2. When the project is substantially complete (operational or beneficial
occupancy), the retained amount shall be reduced to 5% to assure
completion of the Contract Work.
The above retainages only apply when the CONTRACTOR's performance in the
judgment of the Director of Utilities or his Designee, is considered satisfactory. When
specific circumstances necessitate, a retainage of 10% will be applied at any time during
the construction period regardless of the stage of completion of construction. No progress
estimate need be made when, in the judgment of the Director of Utilities or his Designee,
the total value of work done since the last estimate amounts to less than five thousand
dollars ($5,000.00) as set forth under Payments in the Agreement.
10) Acceptance and Final Payment
When the work provided for under this Agreement has been fully completed in
accordance with the terms thereof, a final invoice showing the amount of such work shall
be prepared by the CONTRACTOR and filed with the CITY.
The final invoice shall be accompanied by the required maintenance bond and by a
certificate of acceptance issued by the CITY, and stating that the work has been fully
completed to the Director of Utilities' or his Designee's satisfaction, in substantial
compliance with this Agreement.
From the final payment shall be retained all monies expended by the CITY,
according to the terms of this Agreement and thereunder chargeable to the
CONTRACTOR, all monies payable to the CITY as liquidated damages, and all deductions
provided by this Agreement, Federal and State Laws, or governing regulations.
Within thirty (30) days after receipt of the Director of Utilities' or his Designee's final
acceptance by the CITY, the CITY will make a bona fide effort to pay the CONTRACTOR
in the full amount of the Director of Utilities' or his Designee's final estimate.
4
11) Waiver of Liens
Prior to payment of the Contract Sum, a final waiver of lien shall be submitted by all
suppliers, subcontractors, and/or contractors who worked on the project that is the subject
of this Agreement.
12) Warranty
CONTRACTOR warrants the Cured -In Place Pipe Lining Repairs to the City of
Tamarac Wastewater Collection System Infiltration & Inflow Reduction (Project No. US01A)
against defects for a period of one (1) year from the date of completion of work. In the
event that defect occurs during this time, CONTRACTOR shall perform such steps required
to repair and correct the affected areas of the work performed. CONTRACTOR shall be
responsible for any damages caused by defect to affected area.
13) Indemnification
The CONTRACTOR shall indemnify and hold harmless the CITY, its elected and
appointed officials, employees, and agents from any and all claims, suits, actions,
damages, liability, and expenses (including attorneys' fees) in connection with loss of life,
bodily or personal injury, or property damage, including loss of use thereof, directly or
indirectly caused by, resulting from, arising out of or occurring in connection with the
operations of the CONTRACTOR or its officers, employees, agents, subcontractors, or
independent contractors, excepting only such loss of life, bodily or personal injury, or
property damage solely attributable to the gross negligence or willful misconduct of the
CITY or its elected or appointed officials and employees. The above provisions shall
survive the termination of this Agreement and shall pertain to any occurrence during the
term of this Agreement, even though the claim may be made after the termination hereof.
Nothing contained herein is intended nor shall be construed to waive CITY's rights
and immunities under the common law or Florida Statutes 768.28, as amended from time
to time.
14) Non -Discrimination
The CONTRACTOR agrees that it shall not discriminate against any of its
employees or applicants for employment because of their race, color, religion, sex, or
national origin, and to abide by all federal and State laws regarding non-discrimination.
The CONTRACTOR further agrees to insert the foregoing provisions in all subcontracts
hereunder except subcontracts for standard commercial supplies or raw materials. Any
violation of such provisions shall constitute a material breach of this Agreement.
61
15) Independent Contractor
CONTRACTOR is an independent contractor under this Agreement. Personal
services provided by the CONTRACTOR shall be by employees of the CONTRACTOR and
subject to supervision by the CONTRACTOR, and not as officers, employees, or agents of
the CITY. Personnel policies, tax responsibilities, social security and health insurance,
employee benefits, purchasing policies and other similar administrative procedures
applicable to services rendered under this Agreement shall be those of the
CONTRACTOR.
16) Assignment and Subcontracting
CONTRACTOR shall not transfer or assign the performance required by this
Agreement without the prior consent of the CITY. This Agreement, or any portion thereof,
shall not be subcontracted without the prior written consent of the CITY.
17) Notice
Whenever either party desires or is required under this Agreement to give notice to
any other party, it must be given by written notice, sent by registered United States mail,
with return receipt requested, addressed to the party for whom it is intended at the
following addresses.
19111 1
City Manager
City of Tamarac
7525 N.W. 88th Avenue
Tamarac, FL 33321
With a copy to City Attorney at the same address.
CONTRACTOR
Todd Allsup
Regional Vice President
Insituform Technologies, Inc.
11511 Phillips Highway South
Jacksonville, FL 32256
18) Termination
This Agreement may be terminated by CITY or CONTRACTOR for cause or by the
CITY for convenience, upon thirty (30) days of written notice by the terminating party to the
other party for such termination in which event the CONTRACTOR shall be paid its
compensation for services performed to termination date, including services reasonably
9
related to termination. In the event that the CONTRACTOR abandons this Agreement or
causes it to be terminated, CONTRACTOR shall indemnify the CITY against loss
pertaining to this termination.
Default by CONTRACTOR: In addition to all other remedies available to the CITY,
this Agreement shall be subject to cancellation by the CITY should the CONTRACTOR
neglect or fail to perform or observe any of the terms, provisions, conditions, or
requirements herein contained, if such neglect or failure shall continue for a period of thirty
(30) days after receipt by CONTRACTOR of written notice of such neglect or failure.
19) Agreement Subject to Funding
This Agreement shall remain in full force and effect only as long as the expenditures
provided for in the Agreement have been appropriated by the City Commission of the City
of Tamarac in the annual budget for each fiscal year of this Agreement, and is subject to
termination based on lack of funding.
20) Venue
This Agreement shall be governed by the laws of the State of Florida as now and
hereafter in force. The venue for actions arising out of this Agreement is fixed in Broward
County, Florida.
21) Signatory Authority
The CONTRACTOR shall provide the CITY with copies of requisite documentation
evidencing that the signatory for CONTRACTOR has the authority to enter into this
AGREEMENT.
18) Severability; Waiver of Provisions
Any provision in this Agreement that is prohibited or unenforceable in any
jurisdiction shall, as to such jurisdiction, be ineffective to the extent of such prohibition or
unenforceability without invalidating the remaining provisions hereof or affecting the validity
or enforceability of such provisions in any other jurisdiction. The non -enforcement of any
provision by either party shall not constitute a waiver of that provision nor shall it affect the
enforceability of that provision or of the remainder of this Agreement.
19) Merger; Amendment
This Agreement constitutes the entire Agreement between the CONTRACTOR and
the CITY, and negotiations and oral understandings between the parties are merged
herein. This Agreement can be supplemented and/or amended only by a written document
executed by both the CONTRACTOR and the CITY.
7
IN WITNESS WHEREOF, the parties have made and executed this Agreement on
the respective dates under each signature. City of Tamarac, through its Mayor and
Insituform Technologies, Inc. signing by and through its Regional Vice President duly
authorized to execute same.
ATTEST:
_j;
Marion Swens n, CMC
City Clerk�/62-7/ej
Date:
ATTEST:
LA I
(Contracting & Attesting Officer)
Richard T. Howton
_Contracting & Attesting Officer
(CORPORATE SEAL)
CITY OF TAMARAC
Q_C9'_V-1
e Schreiber, Mayor
t'�
Date:
Jeffrey . M er, City Manager
Date: .4- 2-7 - d 1
as to form and I
Mitcla'ell'S. Kraft, Ci
.4-2`7- 0 1
Date
INSITUFORM TECHNOLOGIES, INC.
(Signature - Regior@l Vice President)
Todd_Allsup
Printed Name
Date:
F,
CORPORATE ACKNOWLEDGEMENT
STATE OF P 10r l do�-
COUNTY OF ,D[WOL-1
The foregoing instrument was acknowledged before me this day of
,20 by Todd Allsup, Regional Vice of Insituform Technologies, Inc., a
Florida corporation, on behalf of the corporation. He is personally known to me
(type of identification) as identification and did (did not)
take an oath.
r SUZAN G. MEHRMANN
w = MY COMMISSION # CC 725517
=or EXPIRES: duly 18, 2002
Bonded Thru Notary Public Underwriters
ju'A'q %vumu"
Signature of Notary Public — State of
Florida
(Aza v) C. If'erKMan n
Print, Type or Stamp Name of Notary
Public
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WIN
ACORD CERTIFICATE OF LIABILITY INSURANCkID CR DATE(MM/BONY)
PRODUCER NS SO01 0 3 / 2 8 / 01
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
Lockton Companies/St - Louis HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
1 Cityplace Drive, Suite 160 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
St. Louis MO 63141
Phone: 314-432-0500 INSURERS AFFORDING COVERAGE
INSURED ir.[IkC-S
INSURER A. Liberty Mutual Fire Insurance
INSURER B: Liberty Insurance Cor
INSITUFORM TECHNOLOGIES, INC. INSURER C:
P.O. BOX 41629 INSURER D JACKSONVILLE, FL 32203-1629 #8
INSURER E:
COVERAGES
rvu� Ira Ur IN,$UKANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDIC
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICAT
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AN
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
ir4sk
LTR TYPE OF INSURANCE POLICY NUMBER Ll PATE MMlDplYY DATE TW11U
GENERAL LIABILITY
A X COMMERCIAL GENERAL LIABILITY RG2-641-004218-030 07/01/00 07/01/0:
CLAIMS MADE X OCCUR
X INDPNT CONTRACTOR BROAD FORM aD/CONTRACTUAL
X X_CU BLKT WAIVER OF SUBRO.
GEN'L AGGREGATE LIMIT APPLIES PER: Blkt Additional Inauriiid
POLICY }[ PRO-
JECT LOC
AUTOMOBILE LIABILITY
A _X ANY AUTO
AS2-641-004218-020 07/01/00 07/01/01
ALL OWNED AUTOS
SLXT ADDITIONAL INSURED
SCHEDULED AUTOS
BLKETVgWffeR OF SUBRO
X HIRED AUTOS
'JS r�
X NON -OWNED AUTOS
Date of Review,
__ _. -----.—�--
Acceptable
GARAGE LIABILITY
Not Acceptable
ANYAUTO
(Note Deficiencies Below) ..
I
EXCESS LIABILITY
%
OCCUR — CLAIMS MADE
Autho " ed Siq Lure
DEDUCTIBLE
RETENTION $
WORKERS COMPENSATION AND
B EM PLOYERS' LIABILITY
WC7-641-004218-010 07/01/00 07/01/01
BLKT WAIVER OF SUBRO
A ALL RISK INST FLTR MM2-R4L-004218-050 07/01/00 07/01/01
JOB/PROJECT: EARTHQUAKE/FLOOD
DESCRIPTION OF OPERATIONSILOCATIONSNEHICLESIEXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS
* EARTHQUAKE & FLOOD $1,000,000. RE: Wastewater Collection System
Infiltration & Inflow Project No. US01A. City of Tamarac is includ
Additional Insured under General Liability and Auto Liability as re
the operations of the Insured.
CERTIFICATE HOLDER N ADDITIONAL INSURED; INSURER LETTER:
8TAMA01
City of Tamarac
7525 N.W. 88th Avenue
Tamarac FL 33321-2401
1TED. NOTWITHSTANDING
: MAY BE ISSUED OR
D CONDITIONS OF SUCH
IN
LIMITS
RRENCE
EAEDAMAGE
$ 1 000,000
FIR(Any one fire)
$ 100, 000
MED EXP (Any one person)
$ 10,000
PERSONAL & ADV INJURY
S1,000 000
GENERAL AGGREGATE
$ 2 0001000
PRODUCTS - COMP/OP AGG
$ 2 , 000 , 000
COMBINED SINGLE LIMIT
(Ea accident)
$ 1L000 , 000
BODILY
BODILY INJURY '� 7:7
person) � $ ..—
y
BODILY INJURY
(Per accident) i $ ''iC)
PROPERTY DAMAGE
(Per accident)
"Cf
AUTO ONLY - EA ACCIDEN
$
OTHER THAN EA ACC
$
AUTO ONLY AG" M
EACH OCCURRENCE
$ ie
AGGREGATE
$
X TORY LIMITS ER
E.L. EACH ACCIDENT
$ 1 , 000 000
E L. DISEASE - EA EMPLOYEE
$ 1 , 000 000
E.L. DISEASE - POLICY LIMIT
$ l,000 000
PER OCC
2,000,000
TRANSIT
2,000,000
ad as
Spects
CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATIO.
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL
IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR
REPRESENTATIVES.
ACORD 25 S (7/97) ® RD CORPORATION 1988
ii � log.
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Fesirs ai ings reflect our opinion Based on a comprehensive quantitative an
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INSITUFORM TECHNOLOGIES, INC.
ASSISTANT SECRETARY'S CERTIFICATE
I HEREBY CERTIFY that I am the duly elected and qualified Assistant Secretary
of Insituform Technologies, Inc., a Delaware corporation qualified as a foreign
corporation to do business, among others, in the State of Florida as well as the
Commonwealth of Puerto Rico (the Corporation") and the keeper of the records of the
Corporation.
I FURTHER CERTIFY that the following is a true and correct excerpt from the
by-laws of the Corporation adopted by the Board of Directors of the corporation at a
meeting duly called and held and at which a quorum was present;
The officers of the corporation shall be a chairman of the board, a
vice chairman of the board, a president, one or more senior vice
presidents, one or more vice presidents, a secretary and a treasurer,
each of whom shall be elected by the directors. Such other officers
and assistant officers as may be deemed necessary may be elected
by or appointed by the directors. In addition, the president may
from time to time appoint such officers of operating divisions, and
such contracting and attesting officers, of the corporation as he
may deem proper, who shall have such authority, subject to the
control of the directors, as the president may from time to time
prescribe,
I FURTHER CERTIFY that Todd Allsup has been duly appointed by the
President of the Corporation as a Regional Vice President, and has been fully authorized
by the President of the Corporation "to certify and attest the signature of any Officer of
the Corporation and empowered to enter into and bind the Corporation to perform
pipeline rehabilitation activities of the corporation and all matters related thereto,
including the maintenance of one or more offices and facilities of the Corporation" and
further each have been granted by the President of the Corporation `full authority to
execute and deliver documents on behalf of the Corporation and to take such other action
as is or may be necessary and appropriate to carry out the projects, activities and work of
the Corporation."
IN WI'ZNESS WHEREOF, I have hereunto affixed my name as Assistant
Secretary, this 3rd day of August, 2000
Insituform Technologies, Inc.
By.
R ert L. Kel
Assistant Secretary
F'Ait3E : .�
Baled Lotationsiorfumishing items or services
tated below subject to terms and conditions
,printed on the reverse side, will be received by the
Director of the Purchasing Division, attention of
ie purchasing agent stated at the above address
INTIL THE CLOSE OF BUSINESS
L
1
1
QUOTATION REQUEST
Board of County Commissioners, Broward County, Florida
PURCHASING DIVISION
115 S. ANDREWS AVENUE
FORT LAUDERDALE, FLORIDA 33301-1801
Duotation Req. 0 F}2077•-99
)ate: 0 3 0."',. l ."'� 0 0
-or further information, contact purchasing agent.
Purchasing f308 MCKE.N1•4EY
Agent:
Phone No: { 9'54 3 357--60C35
Requisitions SEE'. DEL,OW
Date Required SEE BE:LOU
Delivery Point($) S E: E. "SHIP T D" FJ E L.1-- 6
QUOTATION MUST BE SIGNED
By signature I acknowledge and agree to abide by all condition.
6 Cy 0 81. 7 7 h S 0 contained in this quotation both front and reverse sides as wel
'TGU*&50LJo6 %IPS as any special instruction sheet(s) If applicable. Delivery within
I N S I T U F O R M lendar days after receipt of Purchase Order
1I.51.1 PHI:LLI:PS HUY S
.JACKSONVILL.E: FL 32256 SIGNATURE (�
TITLE IO� "" 'V • DATE
PHONE NO. -Vnn ms - 20 r�
FAX NO, I w ` -_ 5 V
LINE COMMODITY NO. DESCRIPTION
QUANTITY UNITS UNIT PRICE TOTAL PRICE
1 : FiIP TO: DES WATER SUPPLY WAREHOUSE'.
AI T TN ; FISCAL. OPERATIONS
2Ci':i2; W. C:C)PliNS ItOAQ
POMPA,ND SE.ACH , FL 3 30e59
:'�L.L. CClfl?'i00 TI:r:S U1+t1_.E131,1a GTHE RWIS31. INOI:CA11*.U)
T}1E: CONTRACTOR SHAYLL. OBTAIN AND PAY FOR ArL.J_.
i=E:E ttITS eiNE) FEES NECESSARY TO l.t'rRRY 0 T*HE: LJCHRd ..
REQUIRED BY THE BIJ:11LDING J:EPARTMIZ.N'T OF THE. CI'T '
(IF IN A MUNI:C"TIPAL. IXIUNGARY i COUNTY, SI"+'ATIE' AND
F E.IIE RAC)-. fir SENCIE S . THE COUNTY WILL REIMBURSE BURSE THE.
C:Cii'd'1"iK{ACTOR FOR ANY r-OR ANY COSTS IN CCI?rNEEC:Ti:ON
THEREWITH. SAID COSTS SHALL. F3E k) F!_.J_1r A TO THE:
COUNTY AND AF12ROVEO SY THE. C:ONI-R.AC:T ADMINISTRATOR
PR. ,0&, 'TO PAY?4ENT AT THE L�.XA;CT 4mot N'r OF THE PERMI-T
FEE, E-AYE) BUILDING PERMIT f"EE: R=:C:E:1:f TSi WI:Li_ ai::
ATTACHED 'TO PAY REQUESTS }ICED DOES NOT RX..I; IJI RFI
ryCuariC)Ns TO EXISTING FACILITIES WELL
RE:QUIR}I A PE,RAIT AND THIS PERMIT CAN )'(a1_LOW
i THE EtiERGE:NC:Y WORK.
ALL WORK PERFORMED WITHIN COUNTY JURISDICTION
RIGHTS --OF-•WAY MUST Be: PEEPFORMED SY Ak FIRM CIR
CORPORATION CERTIFIED 13Y THE ORT_)WARD COUNTY
CENTRAL. EXAMINING BOARD FOR E:NGI:NE.:+: RED
CON STRIJC 71ON TRADES (OR WHERE. APPROPRIATE B)'
THE FLOPTOA C:ONST'RtUCi 1EIN i_,I:C:Ir:W-EING (3C:rAPEJ) F'OR
THE. CLASS OF WORK PERFORMED,
THE SUCCESSFUL. GI:ODER WILL. BE: RE::C;UI RE.13 TO USTININ
AN ANNUAL "PERMIT OF RFtrT3RD" FROM THE BROWA RT)
CUt-JNTY ErNG1NE(EP.I:NG 01VI:SI:GN (NO FEZ. / NO A0111TI:ONAL.
SFECURITY REQUIRED) 'TO COVER AI..L. WORK PERFORMET)
WITHIN COUNTY JURISCITCTION RI:CiE- TS--OF--WAY, 1"S rj
RF;.SIJL'T OF BEING AWARDED THIS CONTRACT.
AL.L. WORM PERFORMED WITHYN COUNTY JURI:CL:CI%4- T I ON
RJl3HTS--J.1F---WA,Y, SHALL BE. PERFORMEDIN fJr?N'F"DRf•iANCE:
WITH Cti12CJwr• RD COUNTY LNGINEE:tii:NCi C)YVISil:GH "MI:NIMUt4
S T ANDA POS APPLICABLE TO PL19L I (. R:1%HT a--OF--WA<Y IJNDE-:R
CifOWARU COUNTY _lURI:SDI:C:1"i.ONS"; LATEST EDITION,
THIS IS NOT AN ORDER, THIS IS AN INQUIRY, WHICH IMPLIES NO OBLIGATION ON THE PART OF BRDWARD COUNTY.
Purchasing Division
115 S. Andrews Avenue, Room 212
Fort Lauderdale, FL 33301
BROWARD COUNTY (954) 357-6065 • FAX (954) 357-8535
L1
APRIL 20, 2000
INSITUFORM TECHNOLOGIES, INC.
11511 PHILLIPS HIGHWAY SOUTH
' JACKSONVILLE, FLORIDA 32256
ATTENTION: GERALD ADDINGTON
REFERENCE BID # P2077-99
DEAR MR. ADDINGTON:
WE HEREBY ACCEPT YOUR OFFER FOR CONTRACT # P2077-99, FOR AN OPEN END CONTRACT
FOR INSITUFORM CURED IN PLACE PROCESS.
THIS AWARD IS SUBJECT TO ALL TERMS AND CONDITIONS CONTAINED IN THE ABOVE CONTRACT.
THIS CONTRACT IS IN EFFECT FOR THE PERIOD 13EGINNING APRIL 18, 2000 AND ENDING APRIL
17, 200.1, THE BROWARD COUNTY PURCHASING DIVISION MAY RENEW THIS CONTRACT FOR
' TWO, ONE YEAR PERIODS SUBJECT TO SATISFACTORY PERFORMANCE, VENDOR ACCEPTANCE,
AND DETERMINATION THAT THE RENEWAL IS IN THE BEST INTEREST OF THE COUNTY.
PURCHASE ORDERS) WILL BE PLACED AS AND WHEN REQUIRED.
A COPY OF THIS NOTICE, WITH A COPY OF YOUR BID, INCLUDING ALL TERMS AND CONDITIONS, IS
BEING FORWARDED TO ALL APPLICABLE USING AGENCIES.
THANK YOU FOR YOUR INTEREST IN SUBMITTING A BID.
SINCERELY,
x&
BOB MCKENNEY ("AL- ~ 3 C69
le
PURCHASING AGENT II, SPECIALIST
IC: TONY LIVID, ENVIRONMENTAL OPERATIONS DIVISION
1
HOWARD COUNTY BOARD OF COUNTY COMMISSIONERS — An Equal Opportunity Employer and Provider of Services
Norman Abramowitz Scott I, Cowan Suzanne N. Gunzburper Kristin D. Jacobs Ilene Lieberman Lori Nonce Porrish John E. Rodstrom. Jr.
'
World Wide Web: http://Www.co.broward.fl.us/purchasing
• r. ->�vlous +Tilts BRDWARD COUNTY BOARD OF COUNTY COMMISSIONERS NEXT ITEMr�R
AGENDA ITEM # J'9 Meeting Date
04/18/00
�. Page 1 of 2
otiivi�r
tha or Requirement for (tern and Wwd#y the autw"'e
f- • c •q' :; qx 4 fhs?3 #iSk qH (Identlly appropriate /udton or Motion, Au r1tY
: 'qs; ` .' % ' i• y f' • : ;-, . s 'ss•'i;. �:ryy,r.qd,;13�±�b� gndlor prlrPoee of Item.)
ffee er 7 .V �•.• �SiYYftx'•f'Z �q.;i
�S•w:.:: � i7' � : ; S i4... •. �iA•,l.'.1. AA Y.L i9
MOTION TO AWARD standardized sole source, open end contract t otation number P2077-
Technologies, Inc. far the reconstructInsitutorM
ion of sewers and manholes, q operations Division and to
99 in the estimated amount of $763,587.25 for the Environmental ap
o, one year periods. The
authorize the Director of Purchasing to renew the award and termntract for inate a two years from that date.
initial contract shall commence on the date of
Why is Action Necessary: In accordance with the Broward County Procurement Code, 21.31.a.4
the Board must approve Contracts over $100,000,
What Action Accomplishes: This contract will cover the required services for trenchiess pipe
reconstruction of sanitary sewer mains through the installation of a pipe liner inside the existing
sewer lines.
. Pmgvtde an exec numma of on that lvee an o or the retevmr,t oeteills ror
the acti o
:as, r. at.^• z ;' >. kr :? :, t ( utNe rY mnlen )
. "' > yg'• first Oerdanoe inoludec the Agency reca
's•a •h',``�', theKem. The
� � OPERATIONS DIVISION
THE PURCH�.SING DIVISION AND THE ENVIRONMENTAL OPERA
RECOMMEND APPROVAL OF THE ABOVE MO
N.
Insituform Technologies,
Inc. was Board standardized as a sole source, sole brand product for
repairing pipe on 11 /24/87, item number 16.
(Inclu"a proleded oast, approved budget amount and account number, source Of un s
r rr'"T,gi �, •r '•S".: rC�':ryp�?si�it'4.:7�r �•
rrr s n �:j'. '. .• Si'.�:rYSy,4re
�.�„C:k»�• ; any fatal® tu+td n0 qUlremtnto,)
,. �� �� •• ��'�,�' ,.�•.. -9 Wastewater Fund,
e fundin source for this requirement is 4610 126 85
es 48 6�00,1Ne'i be enr and mbered at the
estimated amount $753,5$7.25. The dollars for each requirement Vv
time of release.
(pWace number e,shibi►s pumerlcally.)
M.
2 of 2
ExeWed oNind(5) for parmenent record
Executed tipples to return to:
(numuerj
Other k1stroctiprly:Mdude name, ao"cY. end Ph°^a)
APPROVED DENIED
Q DEFERRED
From:
To:
ed quotations for furnishing items or services
I d below subject to terms and conditions
ed OV the reverse side, will be received by the
jirector of the Purchasing Division, attention of
hg,ppurchasing agent stated at the above address
UfIL THE CLOSE OF BUSINESS
7 T O : 00 PM LIN 103l20 2000
t
I
QUOTATION REQUEST
Board of County Commissioners, Broward County, Florida
PURCHASING DIVISION
115 S. ANDREWS AVENUE
FORT LAUDERDALE, FLORIDA 33301-1801
630817749 O
INS.ITUFORM - (�
1.1.,5 1.1. PH Ti-.L.I PS HUY S
)uotation Req. M P 2 O 7 7 -- 9 9
)ate: 03/02/2000
'or further Information, contact purchasing agent
purchasing DOFJ MCKE.NNEY
Agent:
Phone No: i 9 i i 1) 3 C-i 7 -- d 0 V3 S
Requisition # SEE BELOW
bate Required SEE: C-1fwi -OW
Delivery Point(s) SE-:E `SH.1 }' 70 `' F-tEL.Ctb:
QUOTATION MUST BE SIGNED
By signature I acknowledge and agree to abide by all conditions
contained in this quotation both front and reverse sides as well
as any special instruction sheet(s) if applicable. Delivery within
calendar days aftoLFRceipt of Purchase Order.
SIGNAT E
TITLE • DATE '00
PHONE NO. �( A- Z• TERMS
FAX NO. _goT -79 L' 5n
%NE I COMMODITY NO. I DESCRIPTION
M I I QUANTITY UNITS UNIT PRICE TOTAL PRICE
I
I
1
I
11
1
1
FN'T J .i>Hh1CAL QUESTIONS PERTAINING TO THIS
QLICITAT1'ON SHOULD GE. PE:F'C RF-11 TO TCFi` Y L IV1:C)
AT 954--831 --oa28,
ADMIN.-ISTRATIVE QLIESTZ'ONS PERTA1NITNIa 'TO TI-41S
r4KI 'A 1:C1N SHOL11_0 BE: DlftECTE:[I TO BOB MCKEmNUE--:Y
Al' H:IS FAX NUMBER :I:a '�Mf-'MOr • D`5,?7.
TNZ-LlfdANCE: Re:gU ]: RE MENTS ARE ATTACHED.
BOB NiCKf:NNEY EJN:IT P 954 -357-•6(3@
THIS IS NOT AN ORDER, THIS IS AN INQUIRY, WHICH IMPLIES NO OBLIGATION ON THE PART OF BROWARD COUNTY.
m No. 103-29 (Rev. 1/98)
I
[l
1
I
i]
I
I
I
Sealed quotations forfumishing items or services
stated below subject to terms and conditions
printed oirthe reverse side, will be received by the
Director of the Purchasing Division, attention of
the purchasing agent stated at the above address
UNTIL THE CLOSE OF BUSINESS
AT 5 t LL PM CI 0 ---'si 20l-2000
QUOTATION REQUEST
Board of County Commissioners, Broward County, Florida
PURCHASING DIVISION
115 S. ANDREWS AVENUE
FORT LAUDERDALE, FLORIDA 33301-1801
v�I►.a 13-101zal 58
SNS ITU►-ORM 401
PH T:1_.L.I PS LiWY 83
.JE41.XSONVJLLE FL. 32236
Quotation Req. a>t P' 0 7 7 -• 9 9
Date: .0:3r'02/2000
For further information, contact purchasing agent.
Purchasing
Agent:
Phone No: + r �5 4 ) :3'i i -- 6 () S C'i
Requisition N SEE—. BELOW
]Date Required SCE:
Delivery Point(s) SEE "SE41 P TO" DEL.0
OUOTATION MUST BE SIGNED
By signature I acknowledge and agree to abide by all conditior
contained in this quotation both front and reverse sides as wE
as any special instruction sheat(s) if applicable. Delivery withi
calendar daayys/s rafter receipt of Purchase Orde
SIGNATIZE
v
TITLE DATE 3 _ G.GJ .►1
PHONE NO. r- C�'I�3�ri�ZTERMS
FAX NO. _ %- 4 p1y- ,a5106
LINE COMMODITY NO. DESCRIPTION
QUANTITY UNITS UNIT PRICE TOTAL PRICE
QL)01 A"r•I1:1N :IS }-()_•RE8Y R'):-:i11.) E.S T E D ON AN 1)PPN l.141.) f!AS:t •:
DEL.I;)El: THE i= OL.L.1-DW a:NU I:NS I: T'UF O W4 PROCESS F*0R..
F;s:I:I:11,'S'TRI.II::")".TIN C_1F" SEWr:�.RS/PiANHOI-ES }cf:�.PUIni-L) DY THE
I71?L UARD COUNTY OP T.► E 0F' f::`JY;: E?ONMENTAL. 43'L:RVIC ES IN
Alviwl.TF217AN1.F: WITH ?HEE ATTA:rHED SERV:LC}_:S PR:IC:IN13
ME•:NLI i=C1is EROWARII COUNTY.
THE :INITIAL. C'IJN'TRACT PERIOD +EiF11.L START ON IDATE OF
IIwAml , ANC,
:_+HALL TERM INA'TF_' TWO (2) YEKARS FROM T}i.cJ DFiTF . THE SRIJI.JAR,J1
C:Cil. NTY PURCHASING 0XVISICIii MAYR}:.1,'}:W T}i:t (11 1.1T EtiAL""')' F iaF:
tWC) 2) ACW).'TIi:It AI- CINE: (I) 'it::AR i'E'RIA,EI> SLIrJCCT T'ii
SATI SF A1: T 0RY l ED41.1OR ACCEPTANCE , AND
U Tf:•:i?t(INAT•ION T*�-%AT" 1ENG:LJAL. IS IN THE l3E:ST" )J41'ERES
oF T}4
):JELI;JF=.RY; T}il I_ISIN17, DIVISION WILL. ADVISE' VENDOR
�413 TO Dt=TAIL.S CIF C)r_.L.IVE.14Y I?"EIAUIi?EMENTS.
S}i L.L. }'EoOVI):1}__ SIGNED ANl:l NDTARIx.F-D "OK-UG F'h'F_E
Weil?KPL.AC:E C:E::f-:T'Ii i:�::r"i i ICIht" , FORM ATTACHED, WS 11'i C�L1C1'i'i=.
pi
INS,I"T:JF OR'ih PRol:ES+.- STANDARDIZE -.I) BY BRDWARD COUNT)*
1401 -•tliD OP tCOUN T'Y C.0Mt 11S't3l.GNt RS Aii A C)L-E SOURCE 1.1 / 4/87 ,
N O , 16.
i13770G20000 SI:UERS AND UTTLITT. .Li
IN —PI -ACE; PIPE- PROCESS FOR R}T_lri�fti'+TRC1Jl�7'ICJIti',SEWEIRarTSEfllNl�)..F..F3
ry i"'I"r�C:riEi :t?T "Al, si-,t iCIAI_. INSTRUCTIONS S TO QUOTE RS, SEX-C)Mi: r-N
PART 1:1FT THIS QUOTATION AND CONTAINS FORMS WHICH SHOUL J BE.
ixi:A0, ACKNOUL.E.!)CiED. AND RE:T'I_IRNE11 WITH YOUR C, KITATIcIN.
ANNUAL.- SERVICE-. AGREEMENT FOR ;+AN:ITAIZY SERVICES PR:IC11413- MEN
i==i-)1 SiRlOUAR13 COUNTY F?a^,^F:a 1-•17 , IS ATTACHE)? AND IS TO BE
i='I:1_.i-.e:Ci OUT AND RETURNE.0 WI:T"H QUOTAT'ICIN ixEQUtT.'-iT" BEF—ORE C)LIE
CIA'TE_: SPECIFIED IM IJ17P}_,R I..i:'.E'T HAND CORNER, BE SURE TO SIBN
1 AND 0A T E PUC) T A T'i:ON REQUEST IN LIPP _ R PIGHT fiANC) C:GRNE:R .
1
THIS IS NOT AN ORDER, THIS IS AN INQUIRY, WHICH IMPLIES NO OBLIGATION ON THE PART OF BROWARD COUNTY.
. arm No. 103-29 (Rev, 1/98)
QUOTATION REQUEST # 2077-99
ATTACHMENT"A"
�l
it
1
11
11
URCHASING (VISION
BOARD OF COUNTY COMMISSIONERS
BROWARD COUNTY, FLORIDA
SPECIAL INSTRUCTIONS TO QUOTERS
INSITUFORM PROCESS
SCOPE:
THESE SPECIAL INSTRUCTIONS ARE IN ADDITION TO THE QUOTATION REQUEST TERMS AND CONDITIONS AND
BECOME A PART OF THIS CONTRACT.
AWARD CRITERIA: IF A SPECIFIC BASIS OF AWARD IS NOT ESTABLISHED IN THE QUOTATION REQUEST, THE
AWARD SHALL BE TO THE RESPONSIBLE QUOTER WITH THE LOWEST RESPONSIVE QUOTE MEETING THE
WRITTEN SPECIFICATIONS.
2. FURTHER INFORMATION:
PROJECT COORDINATOR FOR THIS CONTRACT IS TONY LIVID, TELEPHONE (954) 831-0828 OR HIS DULY
AUTHORIZED REPRESENTATIVE. PROJECT REVIEW AND WORK SCHEDULES SHALL BE COORDINATED WITH THE
PROJECT COORDINATOR BEFORE ANY WORK IS STARTED. QUOTERS REQUIRING ADDITIONAL INFORMATION AS
TO THE TECHNICAL PROVISIONS OR DESIRING TO VIEW THE SITE, SHALL CONTACT THE PROJECT
COORDINATOR.
3. SPECIFICATIONS AND REQUIREMENTS:
TECHNICAL SPECIFICATIONS & REQUIREMENTS ARE ATTACHED HERETO AND MADE A PART HEREOF AS
ATTACHMENT "A".
NOTE: WHENEVER THE TECHNICAL SPECIFICATIONS ADDRESS A THIRD PARTY (I.E. MANUFACTURER,
APPLICATOR, SUBCONTRACTORS ETC.) IT IS TO BE CONSTRUED AS THE QUOTER THROUGH
THE THIRD PARTY.
THE SUCCESSFUL QUOTER, IN ORDER TO BE CONSIDERED RESPONSIBLE, MUST POSSESS ONE OF THE.
FOLLOWING LICENSES AND STATE REGISTRATION (IF APPLICABLE) AT THE TIME OF BID OPENING.
STATE OR COUNTY: UTILITY
_ OR
ENGINEERING LICENSE
1 ANY WORK NOT WITHIN THE SCOPE OF THE ABOVE CONTRACTOR MUST BE PERFORMED BY A LICENSED
CONTRACTOR.
1 IP-PS02.JAN-2000
2120100
PAGE 1 OF 134
1
1
QUOTATION REQUEST #P2077-99
1
f!
I
1
11
1
1
17
1
1
ATTACHMENT"A"
(CONTINUED)
INSITUFORM PROCESS
.4. PUBLIC BID DISCLOSURE ACT:
PURSUANT TO THE PUBLIC BID DISCLOSURE ACT, ALL PERMITS AND FEES INCLUDING BUT NOT LIMITED TO ALL
LICENSES, OCCUPATIONAL LICENSE, CERTIFICATE OF OCCUPANCY (CO), PERMITS, IMPACT FEES OR
INSPECTION FEES PAYABLE BY CONTRACTOR TO THE COUNTY BY VIRTUE OF THIS
WORK/PROJECT, AND DISCLOSED IN THIS REQUEST FOR BIDS AND THE AMOUNT OR PERCENTAGE METHOD
OF ALL SUCH LICENSES, PERMITS AND FEES REQUIRED BY BROWARD COUNTY ARE LISTED BELOW. EACH
LICENSE, PERMIT OR FEE A CONTRACTOR WILL HAVE TO PAY THE COUNTY BEFORE OR
DURING CONSTRUCTION OR THE % METHOD OR UNIT METHOD OF ALL LICENSES, PERMITS
AND FEES REQUIRED BY THE COUNTY AND PAYABLE TO THE COUNTY BY VIRTUE OF THIS
CONSTRUCTION AS PART OF THE CONTRACT IS STATED BELOW.
THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES NECESSARY TO CARRY ON THE
WORK, REQUIRED BY THE BUILDING DEPARTMENT OF THE CITY (IF IN A MUNICIPAL BOUNDARY)
COUNTY, STATE, AND FEDERAL AGENCIES. THE COUNTY WILL REIMBURSE THE CONTRACTOR FOR ANY,
COSTS IN CONNECTION THEREWITH. SAID COSTS SHALL BE BILLED TO THE COUNTY AND APPROVED BY
THE CONTRACT ADMINISTRATOR PRIOR TO PAYMENT AT THE EXACT AMOUNT OF THE PERMIT FEE. PAID
BUILDING PERMIT FEE RECEIPTS WILL BE ATTACHED OR BY OTHER LOCAL GOVERNMENTAL ENTITIES ARE
NOT INCLUDED IN THE ABOVE LIST.
5. LICENSING REQUIREMENTS:
IN ORDER TO BE CONSIDERED A RESPONSIBLE BIDDER FOR THE SCOPE OF WORK SET FORTH IN THESE
BID DOCUMENTS, THE BIDDER SHOULD POSSESS THE FOLLOWING LICENSES AT THE TIME OF BID
SUBMITTAL, HOWEVER, MUST POSSESS AND SUBMIT A COPY OF SAME PRIOR TO AWARD.
ANY WORK PERFORMED NOT WITHIN THE SCOPE OF THE ABOVE CONTRACT MUST BE PERFORMED BY A
LICENSED CONTRACTOR.
6. OCCUPATIONAL LICENSE REQUIREMENTS:
A. OCCUPATIONAL LICENSES FROM BROWARD COUNTY FIRMS WILL BE REQUIRED TO BE
SUBMITTED WITHIN 15 DAYS OF NOTIFICATION OF INTENT TO AWARD.
B. OCCUPATIONAL LICENSES WILL BE REQUIRED PURSUANT TO CHAPTER 205, FLORIDA
STATUTES.
7. INSURANCE REQUIREMENTS: (SAMPLE INSURANCE CERTIFICATE ATTACHED)
SEE ATTACHED. (ATTACHMENT "B").
IP-PS02.JAN-2000
2128/00 PAGE 2 OF 134
1
QUOTATION REQUEST #P2077-99
ATTACHMENT "A"
(CONTINUED)
INSITUFORM PROCESS
8. CANCELLATION FOR CONVENIENCE:
THE COUNTY RESERVES THE RIGHT, AT ITS OPTION, TO CANCEL THIS CONTRACT FOR ANY OR NO CAUSE, FOR
COUNTY CONVENIENCE, BY GIVING THIRTY (30) DAYS PRIOR WRITTEN NOTICE TO THE VENDOR/CONTRACTOR,
AT THE END OF WHICH TIME THIS CONTRACT WILL AUTOMATICALLY EXPIRE WITHOUT THE NECESSITY OF ANY
' FURTHER ACTION.
IN THE EVENT THIS CONTRACT IS TERMINATED FOR CONVENIENCE AS PROVIDED IN THIS SECTION, THE
VENDOR/CONTRACTOR WILL BE PAID FOR ALL MATERIALS, GOODS AND SERVICES (AS APPLICABLE IN SUCH
CONTRACT) INCURRED PRIOR TO THE EFFECTIVE DATE OF TERMINATION. ADDITIONALLY, THE
VENDOR/CONTRACTOR MAY, AT THE REASONABLE, PROFESSIONAL DISCRETION OF THE COUNTY PURCHASING
DIRECTOR, BE ALLOWED DIRECT TERMINATION EXPENSES AND FIXED SETTLEMENT COSTS WHICH HAVE
BECOME FIRM PRIOR TO THE DATE OF THE NOTICE OF TERMINATION. NO PAYMENT WILL BE MADE FOR LOST OR
FUTURE PROFITS.
1 UPON RECEIPT OF THE NOTICE OF TERMINATION ISSUED UNDER THIS SECTION, THE VENDOR/CONTRACTOR
SHALL DISCONTINUE ALL WORK, CEASE ANY DELIVERIES, SHIPMENT, OR CARRIAGE OF GOODS AND MAKE
AVAILABLE TO THE COUNTY PURCHASING DIRECTOR ANY AND ALL REPORTS, DATA, SPECIFICATIONS,
ESTIMATES, SUMMARIES, AND INFORMATION AS ARE REQUIRED BY THE CONTRACT.
9. PUBLIC ENTITY CRIMES ACT
IN ACCORDANCE WITH THE PUBLIC ENTITY 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 COUNTY, MAY NOT SUBMIT A BID ON A CONTRACT
WITH THE COUNTY FOR THE CONSTRUCTION OR REPAIR OF A PUBLIC BUILDING OR PUBLIC WORK, MAY NOT
SUBMIT BIDS ON LEASES OF REAL PROPERTY TO THE COUNTY, MAY NOT BE AWARDED OR PERFORM WORK AS A
CONTRACTOR SUPPLIER, SUBCONTRACTOR, OR CONSULTANT UNDER A CONTRACT WITH THE COUNTY, AND MAY
NOT TRANSACT ANY BUSINESS WITH THE COUNTY IN EXCESS OF THE THRESHOLD AMOUNT (CURRENTLY
$15,000.00) 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 SHALL RESULT IN CANCELLATION OF THE COUNTY PURCHASE AND MAY RESULT IN DEBARMENT.
10. PERMITS AND FEES:
THE CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS AND LICENSES, CHARGES AND FEES AND
GIVE ALL NOTICES NECESSARY AND INCIDENTAL TO THE DUE AND LAWFUL PROSECUTION OF THE WORK. THE
COST OF ALL PERMITS, FEES, ETC. SHALL BE INCLUDED IN PRICE BID EXCEPT WHERE NOTED IN THE
SPECIFICATIONS AND REQUIREMENTS.
t
II
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2128/00
PAGE 3 OF 134
[l
QUOTATION REQUEST #122077-99
ATTACHMENT "A"
(CONTINUED)
INSITUFORM PROCESS
11. CODE REQUIREMENTS:
THE CONTRACTOR AND HIS SUBCONTRACTORS ON THIS PROJECT MUST BE FAMILIAR WITH ALL APPLICABLE
FEDERAL, STATE, COUNTY, CITY AND LOCAL LAWS, REGULATIONS OR CODES AND HE GOVERNED
ACCORDINGLY AS THEY WILL APPLY TO THIS PROJECT AND THE ACTIONS OR OPERATIONS OF THOSE ENGAGED
IN THE WORK OR CONCERNING MATERIALS USED. CONTRACTOR SHALL ASK FOR AND RECEIVE ANY
REQUIRED INSPECTIONS.
12. CONTRACTOR RESPONSIBILITIES:
THE CONTRACTOR WILL BE RESPONSIBLE FOR THE PROVISION, INSTALLATION AND PERFORMANCE OF ALL
EQUIPMENT, MATERIALS, SERVICES, ETC. OFFERED IN HIS QUOTE. THE CONTRACTOR IS IN NO WAY
RELIEVED OF THE RESPONSIBILITY FOR THE PERFORMANCE OF ALL EQUIPMENT FURNISHED, OR OF ASSURING
THE TIMELY DELIVERY OF MATERIALS, EQUIPMENT, ETC. EVEN THOUGH IT IS NOT OF HIS OWN MANUFACTURE.
13. NOTICE TO QUOTERS:
PLEASE CHECK THE FEDERAL EMPLOYER'S IDENTIFICATION NUMBER (FEIN) ON THE FACE OF THE
QUOTATIOW REQUEST AND MAKE APPROPRIATE CORRECTIONS ON THE COVER SHEET. IF THE COUNTY DOES
NOT HAVE THE CORRECT FEIN, PAYMENTS CANNOT BE MADE TO YOUR FIRM.
NOTE TO PROSPECTIVE_ QUOTER:
BE SURE TO HAVE THE QUOTATION REQUEST SIGNED BY AN AUTHORIZED REPRESENTATIVE
OF YOUR FIRM IN THE UPPER RIGHT HAND CORNER OR YOUR QUOTE WILL NOT BE
CONSIDERED RESPONSIVE.
1
I
IP-PS02.JAN-2000
2128100
PAGE 4 OF 134
1
QUOTATION REQUEST #P2077-99
ATTACHMENT"A"
(CONTINUED)
INSITUFORM PROCESS
14. INDEMNIFICATION:
CONTRACTOR SHALL INDEMNIFY AND SAVE HARMLESS THE COUNTY, ITS OFFICERS, AGENTS AND
EMPLOYEES, FROM OR ON ACCOUNT OF ANY INJURIES OR DAMAGES, RECEIVED OR SUSTAINED BY ANY PERSON
OR PERSONS DURING OR ON ACCOUNT OF ANY OPERATIONS CONNECTED WITH THE CONSTRUCTION OF THIS
PROJECT INCLUDING WARRANTY PERIOD; OR BY OR IN CONSEQUENCE OF ANY NEGLIGENCE (EXCLUDING SOLE
NEGLIGENCE OF COUNTY), IN CONNECTION WITH THE SAME; OR BY USE OF ANY IMPROPER MATERIALS OR BY
OR ON ACCOUNT OF ANY ACT OR OMISSION OF THE SAID CONTRACTOR OR HIS SUBCONTRACTOR, AGENTS,
SERVANTS, OR EMPLOYEES. CONTRACTOR AGREES TO INDEMNIFY AND SAVE HARMLESS THE COUNTY, ITS
OFFICERS, AGENTS, AND EMPLOYEES AGAINST ANY CLAIMS OR LIABILITY ARISING FROM OR BASED UPON THE
VIOLATION OF ANY FEDERAL, STATE, COUNTY OR CITY LAWS, BY-LAWS, ORDINANCES OR REGULATIONS BY THE
CONTRACTOR, HIS SUBCONTRACTOR, AGENTS, SERVANTS OR EMPLOYEES. CONTRACTOR AGREES TO
INDEMNIFY AND SAVE HARMLESS THE COUNTY, ITS OFFICERS, AGENTS AND EMPLOYEES, FROM ALL SUCH
CLAIMS AND FEES, AND FROM ANY AND ALL SUITS AND ACTIONS OF EVERY NAME AND DESCRIPTION THAT MAY
BE BROUGHT AGAINST COUNTY, ITS OFFICERS, AGENTS AND EMPLOYEES, ON ACCOUNT OF ANY CLAIMS, FEES,
ROYALTIES, OR COSTS FOR ANY INVENTION OR PATENT, AND FROM ANY AND ALL SUITS AND ACTIONS THAT MAY
BE BROUGHT AGAINST COUNTY, ITS OFFICERS, AGENTS AND EMPLOYEES, FOR THE INFRINGEMENT OF ANY
AND ALL PATENTS OR PATENT RIGHTS CLAIMED BY ANY PERSON, FIRM, OR CORPORATION. CONTRACTOR
FURTHER AGREES TO INDEMNIFY AND SAVE HARMLESS THE COUNTY, ITS OFFICERS, AGENTS AND
EMPLOYEES, FOR OR ON ACCOUNT OF ANY INJURIES OR DAMAGES, RECEIVED OR SUSTAINED BY ANY PERSON
OR PERSONS RESULTING FROM ANY CONSTRUCTION DEFECTS, INCLUDING PATENT DEFECTS. THESE
INDEMNIFICATIONS SURVIVE THE TERM OF THIS CONTRACT. IN THE EVENT THAT ANY ACTION OR PROCEEDING IS
BROUGHT AGAINST THE COUNTY BY REASON OF ANY SUCH CLAIM OR DEMAND, CONTRACTOR, UPON
WRITTEN NOTICE FROM COUNTY SHALL RESIST AND DEFEND SUCH ACTION OR PROCEEDING BY COUNSEL
SATISFACTORY TO COUNTY,
THE INDEMNIFICATION PROVIDED ABOVE SHALL OBLIGATE THE CONTRACTOR TO DEFEND AT HIS OWN
EXPENSE OR TO PROVIDE FOR SUCH DEFENSE, AT THE COUNTYS OPTION, ANY AND ALL CLAIMS OF LIABILITY
1 AND ALL SUITS AND ACTIONS OF EVERY NAME AND DESCRIPTION THAT MAY BE BROUGHT AGAINST THE
COUNTY EXCLUDING ONLY THOSE WHICH ALLEGE THAT THE INJURIES AROSE OUT OF THE SOLE NEGLIGENCE
OF THE COUNTY, WHICH MAY RESULT FROM THE OPERATIONS AND ACTIVITIES UNDER THIS CONTRACT
WHETHER THE CONSTRUCTION OPERATIONS BE PERFORMED BY THE CONTRACTOR, HIS SUBCONTRACTOR
OR BY ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY EITHER.
I
1
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2128/00
PAGE 5 OF 134
1
QUOTATION REQUEST #P2077-99
SCHEDULE OF PRICES
ESTIMATED QUANTITIES FOR SANITARY SEWER
REHABILITATION THROUGH THE INSTALLATION OF
INSITUFORM PROCESS
ITEM
NO
f]PSCRIPTInN
ESTIMATED
115oGE
IINIT
UNIT
PRICE
TOTAL
PRICE
A.
INSPECTION AND
__. _.
EVALUATION SERVICES
1. TV INSPECTION
A. MOBILIZATION
4
HR
$
$ `ion _
'
B. TV INSPECTION
LF
n0
(<=21" DIAMETER)
4
$.zr
$—�.
C. TV INSPECTION
4
LF
cw
$Ar._
I +d
(<21" DIAMETER)
$
2. TV INSPECTION (10,000 LF
(OR MORE)
'
A. MOBILIZATION
5
HR
$ Zoo
ar9
$
B. TV INSPECTION
d"D
1
(<=21" DIAMETER)
5
LF
$
$
C. TV INSPECTION
(<21" DIAMETER)
5
LF
00
$—.7---
so
$ +
D. LATERAL INSPECTION
45
EA
$ _ 3S�
$ 1
I
E. MANHOLE INSPECTION
5
EA
as
$�
$ �506°
3. CLEANING AND PRE -TV INSPECTION
A. COMPUTERIZED DATA REPORT 5
LF
$0
$
B. LIGHT CLEANING AND
PRE -TV INSPECTION
(<=12" DIAMETER)
6,200
LF
or
$
ota
$ ��
'
NAME
OF QUOTER
5 �� tr 0
G
y Co-
l
'IP-PS02.JAN-2000
2128100
PAGE 6 OF 134
QUOTATION REQUEST #P2077-99
SCHEDULE OF PRICES
ESTIMATED QUANTITIES FOR SANITARY SEWER
REHABILITATION THROUGH THE INSTALLATION OF
INSITUFORM PROCESS
TOTAL
ESTIMATED
UNIT
ITEM
DESCRIPTION I IS GE
IIMIT
PRICE
N^
A. INSPECTION AND
_ ...PBIC.E__
._
EVALUATION SERVICES (CON'T)
3. CLEANING AND PRE -TV INSPECTION
(CON'T)
C. MEDIUM CLEANING AND
PRE -TV INSPECTION
(�=12" DIAMETER) 20
LF
b0
+o
D. HEAVY CLEANING AND PRE -TV
$�
�4
$
INSPECTION (<=12" DIAMETER) 20
LF
'
E. LIGHT CLEANING AND PRE -TV
INSPECTION
(>12" TO 21" DIA.) 1,000
LF
$
$ Z -
F. MEDIUM CLEANING AND
PRE -TV INSPECTION
(>12" To 21" DIA.) 20
LF
$_
$
G. HEAVY CLEANING AND PRE -TV
`"♦
oy
INSPECTION (>12" TO 21" DIA.) 20
LF
$
$
iH.
LIGHT CLEANING AND PRE -TV
QO
4:t
INSPECTION (>21" TO 42" DIA.) 20
LF
$
$
I. MEDIUM CLEANING AND PRE -TV
1 00
to
(0 EO.
INSPECTION (>21" TO 42" DIA.) 10
LF
$
$
'
J. HEAVY CLEANING AND PRE -TV
LF
$
, $7
$ SO
INSPECTION (>21" TO 42" DIA.) 10
I
NAME OF QUOTER�S
IP-PB02.JAN-2000
'
2128100
PAGE 7 OF 134
QUOTATION REQUEST #P2077-99
SCHEDULE OF PRICES
ESTIMATED QUANTITIES FOR SANITARY SEWER
REHABILITATION THROUGH THE INSTALLATION OF
INSITUFORM PROCESS
ITEM ESTIMATED UNIT TOTAL
NO_ nERCRIPTION ,_.,_� USAGE I INIJ PR1r=E-P_RIrE _
A. INSPECTION AND
EVALUATION SERVICES (CONIT)
3. CLEANING AND PRE -TV INSPECTION
(CONI)
K. SPECIALTY CLEANING,
AhP 11P\1A1
ROOT OR GREASE
(<=12" DIAMETER)
22
LF
ROOT OR GREASE
(>12" TO 21" DIAMETER)
14
LF
TUBERCULATION
(<=12" DIAMETER)
10
LF
'
TUBERCULATION (>12" TO 21")
10
LF
BUCKET MACHINE
5
DAY
I
NAME OF QUOTER -7 IS %I'\)Ir01 G\A1>, Q, L OC,1 71:0C.
s_2. 00 s
$4 $ 512122
a+ O
s $ 20[
$ 4-T tc~cP $ O
'IP-PB02.JAN-2000
2f28/00 PAGE 8 of 134
QUOTATION REQUEST #P2077-99
SCHEDULE OF PRICES
ESTIMATED QUANTITIES FOR SANITARY SEWER
REHABILITATION THROUGH THE INSTALLATION OF
INSITUFORM PROCESS
ITEM ESTIMATED UNIT TOTAL
NQ 1112SCRIPTION _ I IS GE UNIT PRCCF PRICE
B. SANITARY SEWER
REHABILITATION
1. INSTALLATION OF
CURED -IN -PLACE
LINER
A. SANITARY SEWER MAINS,
8" DIAMETER
1. 6.0 MM NOMINAL 6 XD Q9
THICKNESS (.236) 4,800 LF $ $
B. SANITARY SEWER MAINS,
10" DIAMETER
'.
1. 6.0 MM NOMINAL
THICKNESS 1,000
do
LF $ 3�
aC
$
(.236)
_
1
2. 7.5 MM NOMINAL
40
eo
THICKNESS (.295) 5
LF $
-
C. SANITARY SEWER MAINS,
12" DIAMETER
1. 6.0 MM NOMINAL
co
�Z
$
'
THICKNESS (.236) 5
LF $
2. 7.5 NOMINAL
�',
Z'Z
'
THICKNESS (.295) 500
LF $
1 NAME OF QUOTER ,
1 IP-PBO2.JAN-2000
2128/00 PAGE 9 OF 134
QUOTATION REQUEST OP2077-99
SCHEDULE OF PRICES
ESTIMATED QUANTITIES FOR SANITARY SEWER
REHABILITATION THROUGH THE INSTALLATION OF
INSITUFORM PROCESS
ITEM
ESTIMATED
UNIT
II IT PRCCF
TOTAL
PRICE
B.
HRACF._
SANITARY SEWER
_
REHABILITATION (DON'T)
1. INSTALLATION OF
CURED -IN -PLACE
LINER (CONi)
'
D. SANITARY SEWER MAINS,
15" DIAMETER
1. 6.0 MM NOMINAL
do
s S gr
r
$
THICKNESS (.236)
5 LF
2. 7.5 MM NOMINAL
LF
4
$ 5v
$ a 000
THICKNESS (.295)
500
3. 9.0 MM NOMINAL
LF
co -
$
$
THICKNESS (.354)
5
1
E. SANITARY SEWER MAINS,
18 DIAMETER
1. 6.0 MM NOMINAL
f
6q
�cw
4b
THICKNESS (.236)
5 LF
$
2. 7.5 MM NOMINAL
d�
,�
-� coo
�0
THICKNESS (.295)
5 LF
$
$
3. 9.0 MM NOMINAL
THICKNESS
300 LF
$
QED'
$
(.354
4. 10.5 MM NOMINAL
�
$ ��
$
THICKNESS (.413)
5 LF
NAME OF DUOTER
IP-PS02.JAN-2000
2l28100
PACE 10 OF 134
QUOTATION REQUEST #P20_ 77.99
SCHEDULE OF PRICES
ESTIMATED QUANTITIES FOR SANITARY SEWER
REHABILITATION THROUGH THE INSTALLATION OF
INSITUFORM PROCESS
ITEM ESTIMATED UNIT TOTAL
NA nFSCRIPTION HSAGE 11NIT PRICE ,. __- PRICE
B. SANITARY SEWER
REHABILITATION (CON'T)
1. INSTALLATION OF
CURED -IN -PLACE LINER (CON'T)
F. SANITARY SEWER MAINS,
21" DIAMETER
1. 6.0 MM NOMINAL M CHO
THICKNESS (.236) 2 LF $-74— $ 14 3%�....-.
2. 7.5 MM NOMINAL
THICKNESS (.295) 2 LF $ $ \ S6 M
3. 9.0 MM NOMINAL
THICKNESS (.354) 2 LF $32.- 1
4. 10.5 MM NOMINAL czo
3) 300 LF $�
1
THICKNESS (.41$ .
5. 12.0 MM NOMINAL �O
THICKNESS (.472) 1 LF $� r'10 _ $
G. SANITARY SEWER MAINS
24" DIAMETER
1. 9.0 MM NOMINAL �p� RfN00
THICKNESS (.354) 1 LF $ $� _ $
2. 10.5 MM NOMINAL vD cno
THICKNESS (.413) 1 LF $ ��► $ Z'
NAME OF QUOTER
IP-PB02-JAN-2000
212$I00 PAGE 11 OF 134
I I
QUOTATION REQUEST #P2077-99
SCHEDULE OF PRICES .
ESTIMATED QUANTITIES FOR SANITARY SEWER
REHABILITATION THROUGH THE INSTALLATION OF
INSITUFORM PROCgR
TOTAL
ITEM
ESTIMATED
UNIT
B. SANITARY SEWER
REHABILITATION (CON'T)
1. INSTALLATION OF
CURED -IN -PLACE LINER (CON'T)
G. SANITARY SEINER MAINS,
24" DIAMETER (CON'T)
3. 12.0 MM NOMINAL
THICKNESS (.472)
1
LF
$�
$
4. 13.5 MM NOMINAL
THICKNESS (.531)
1
LF
$
$ lot
5. 15.0 MM NOMINAL
1
0 r
THICKNESS (.591)
1
LF
$
$
H. SANITARY SEWER MAINS,
27" DIAMETER
1. 9.0 MM NOMINAL
LF
�}
$.._
COD
$ r
THICKNESS (.354)
1
2. 10.5 MM NOMINAL
5
THICKNESS (.413)
1
LF
$
$... Z
3. 12.0 MM NOMINAL
LF
$
THICKNESS (.472)
1
$�_ .
4. 13.5 MM NOMINAL
op
THICKNESS (.531)
1
LF
$
5. 15.0 MM NOMINAL
Cv�-
THICKNESS (.591)
1
LF
$
$_ „
NAME OF QUOTER
IP-PS02.JAN-2000
2128/00
PAGE 12 OF 134
M
QUOTATION REQUEST # U77-99
SCHEDULE OF PRICES
ESTIMATED QUANTITIES FOR SANITARY SEWER
REHABILITATION THROUGH THE INSTALLATION OF
RISITUFORM PROCESS
ESTIMATED
1115 A l%C
UNIT TOTAL
emir+= aelrm
SANITARY SEWER
REHABILITATION (CON"r)
1. INSTALLATION OF
CURED -IN -PLACE LINER (CON'T)
1. SANITARY SEWER MAINS,
30" DIAMETER
1. 10.5 MM NOMINAL
THICKNESS (.413)
1
LF
$
$tea
2. 12.0 MM NOMINAL
LF
e�
$ I
THICKNESS (.472)
1
$_
3. 13.5 MM NOMINAL
010
THICKNESS (.531)
1
LF
$
4. 15.0 MM NOMINAL
THICKNESS (.591)
1
LF
ECG•
$—I!LAf -
$ A r
'
5. 16.5 MM NOMINAL
11 0
tt__��
$ 1 67'
THICKNESS (.650)
1
LF
$�...�
J. SANITARY SEWER MAINS,
36" DIAMETER
'
1. 10.5 MM NOMINAL
G�
1 -7b
c
17
THICKNESS (.413)
1
LF
$
$
2. 12.0 MM NOMINAL
1
�V
THICKNESS (.472)
1
LF
$
$
'
3. 13.5 MM NOMINAL
1�`�, (�
1 T
THICKNESS (.531)
1
LF
$
$
1
1111S CrJVrOZrp\
1 1 ���]
1
OC..
NAME
OF QUOTER
IP-PB02JAN-2000
2/28100
PAGE 13 of 134
QUOTATION REQUEST #P2077.99
SCHEDULE OF PRICES
ESTIMATED
QUANTITIES FOR SANITARY SEWER
REHABILITATION THROUGH THE INSTALLATION OF
INSITUFORM PROCES
ITEM
ESTIMATED
IINIT
UNIT
PRICE
TOTAL
PRICE
bIn ESCRIPTION
USAGE
B. SANITARY SEWER
REHABILITATION (CON'T)
'
1. INSTALLATION OF
CURED -IN -PLACE LINER (CON'T)
J. SANITARY SEWER MAINS,
'
36" DIAMETER (CON'T)
'
4. 15.0 MM NOMINAL
$
cze
THICKNESS (.591)
1
LF
5. 16.5 MM NOMINAL
THICKNESS (.650)
1
LF
$��
$ .��, o
6. 18.0 MM NOMINAL
1
LF
$ Z
O�
$ Z3 b
'
THICKNESS (.709)
K. PRESSURE PIPE
RECONSTRUCTION
(FORCE MAINS)
1. 8-INCH DIAMETER
10
LF
$ I
�x]
$,
2. 16-INCH DIAMETER
560
LF
$fir
$ < <�
'
2. ANCILLARY SERVICES
A. BY-PASS PUMPING,
8" TO 18" DIAMETER ONLY
LF
ONO
$��
vo
�....
1. 8" SEWER FLOW
1,800
$
�
oa
2. 10" SEWER FLOW
300
LF
$
$
'
3. 12" SEWER FLOW
240
LF
$. —
$ �5�...
FLOW
LF
0%0
$-
$
4. 15" SEWER
240
-z—
5. 18" SEWER FLOW
240
LF
$
$
'
NAME OF QUO7ER T�wO 1r�Gt�Na�C.1 C
C
IP-PS02.JAN-2000
2128100
PAGE U OF 134
I I
QUOTATION REQUEST #P2077-99
'
SCHEDULE OF PRICES
ESTIMATED QUANTITIES FOR SANITARY SEWER
REHABILITATION
THROUGH THE INSTALLATION OF
IN ITUFORM eROCESS
ITEM
ESTIMATED
UNIT
TOTAL
B. SANITARY SEWER
REHABILITATION (CON'T)
2. ANCILLARY SERVICES (CON'T)
B. BY-PASS PUMPING, LARGER
THAN 18" DIAMETERS
PUMP SET UP
1. 4" PUMP
1
EA
00
$
$
2. 6" PUMP
1
EA
ro �
$, _ •$ -7
aD
Eno
3. 6" PUMP
1
EA
$_s_)6_
$
'
4. 10" PUMP
1
EA
$�
$ 9so
00
MCH
ep,
Moo
5. 12" PUMP
1
EA
$
$
'
C. PUMP OPERATION (PER HOUR
PER PUMP)
1. 4" PUMP
5
HR
�
,�
$ D
�
$ ,S
2. 6" PUMP
10
HR
$
.moo
Qno
$
3. 8" PUMP
5
HR
$�.-_..
$ 17
4. 10" PUMP
1
HR
$ ��
$ 11 000.
co
J 14 r
�
5. 12" PUMP
1
HR
$
$
MOBILIZATION NECESSARY)
1
LS
ap
$�p0.-
D. (IF
$
'
E. STANDARD SERVICE
RECONNECTION
160
EA
0d
J
$ PO
4z
$�
NAME OF QUOTER
'IP-13802.JAN-5000
2128100
PAGE 15 OF 134
1
QUOTATION REQUEST #P2077-99
1
u
SCHEDULE OF PRICES
ESTIMATED QUANTITIES FOR SANITARY SEWER
REHABILITATION THROUGH THE INSTALLATION OF
INSITUFORM PROCESS
ITEM ESTIMATED UNIT TOTAL
NA_ [)FSCRIPTI[]N LISOrF I INIT PRCCE PRICE
B. SANITARY SEWER
REHABILITATION (CON'T)
2. ANCILLARY SERVICES (CON'T)
F. TRENCHLESS LATERAL
RECONSTRUCTION SYSTEM
1. CURED -IN -PLACE LATERAL
SEAL
2. SERVICE RECONSTRUCTION
UP To 20 LINEAR FEET
3. ADDITIONAL FOOTAGE
4. ADDITIONAL FOR STACK
SERVICE
5. CLEANOUT INSTALLATION,
GRASSED AREA
<=5 FT. DEEP
6. CLEANOUT INSTALLATION,
GRASSED AREA
>5 FT DEEP
7. CLEANOUT INSTALLATION,
IN ASPHALTED AREA, WITH
BOX <=5 FT DEEP
8. CLEANOUT INSTALLATION, IN
ASPHALTED AREA, WITH
BOX >5 FT DEEP
9. CLEANOUT INSTALLATION IN
CONCRETE, WITH BOX
<=5 FT DEEP
99
49
100
1
40
10
1
1
1
EA
EA
EA
EA
EA
EA
EA
EA
EA
er CAD
$3-o6c $14%240
1C� $ I D►aoo°
ti. awl• aa•
$ 1 sm $ 5��
NAME OF t1U0TER , =Oc,-
'IP-PBO2.JAN-2000
2128/00 PAGE 16 OF 134
QUOTATION REQUEST #P2077-99
SCHEDULE OF PRICES
ESTIMATED QUANTITIES FOR SANITARY SEWER
REHABILITATION THROUGH THE INSTALLATION OF
INSITUFORM PROCESS
ITEM ESTIMATED UNIT TOTAL
1 B. SANITARY SEWER
REHABILITATION (CON'T)
2. ANCILLARY SERVICES (CON'T)
F. TRENCHLESS LATERAL
RECONSTRUCTION SYSTEM
(CON'T)
10. CLEANOUT INSTALLATION,
IN CONCRETE, WITH BOX Cfl cc
>5 FT DEEP 1 EA $ $ Zsg.-
u
[l
TOTAL
1
G. EASEMENT ACCESS,
ADDITIONAL
DC dD
1. <= 12•INCH DIAMETER 300 LF $ $. ct no"
2. a 12-INCH DIAMETER 300 LF $ b $
H. BLIND SHOTS, ADDITIONAL
1. SET UP
I. TRAFFIC CONTROL
1. FLAGMAN, EACH
2. ARROW BOARD, EACH
3. BARRICADES, EACH
4. LANE DIVIDERS, EACH
1
40
5
50
5
w
EA
DAY
DAY
DAY
' NAME OF QUOTER
IP-PBO2.JAN-2000
2128100
CPO
0
$.__ $ Sz
$ $
$ $ �--
't
PAGE V OF 134
7-
DRUG FREE UWKPLACE gMIFICATISY
The undersigned vendor hereby certifies 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
I 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 offerors policy of maintaining a drug -free workplace;
(III) 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 contract, the employee shall:
(i) Abide by the term of the statement; and
(ii) Notify the employer in writing of the employees conviction of, or plea of guilty or nolo contenders to, any
violation of Chapter $93 or of any controlled substance law of the United States or of any state, for a
violation occurring in the workplace no later than five days after such conviction.
(5) Notifying Broward County government in writing within 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;
(6) Within 30 calendar days after receiving notice under subparagraph (4) of a conviction, taking one of the following
actions with respect to an employee who is convicted of a drug abuse violation occurring in the workplace:
(i) Taking appropriate personnel action against such employee, up to and including termination; or
(ii) Requiring such employee to participate satisfactorily in a drug abuse assistance or rehabilitation program
approved for such purposes by a federal, state, or local health, law enforcement, or other appropriate agency;
and
(7) Making a good faith effort to maintain a drug -free workplace program through implementation of subparagraphs (1) through
(6).
(vendor Signature)
_ (Print vendor Name) IRE4aookl , %I - 1
STATE OF
COUNTY OF
The foregoing instrument was acknowledged before me this 2:0 day of Q
1995, by7 1 s
(name of person who's signature is being notarized)
as M uqtCM '�'•�tltLe) of 105 1 0yi>tWA tC_ \1s.
r'
(name of corporation/company), known
' to me to be the person described herein, or who produced w f-, Q O W 2, 1
(type of identification)
as identification, and who did/did not take an oath.
NOTARY PUBLIC:
.RI (
(Signature)
Lam G. Heir yl
(Print Name)
SUZAN G. HERRMANN
MY COMMISSION t CC 725517
EXPIRES: Juy 16, 2002
9ond►d Thm Nowry Pubk Undwoftnt
My commission expires:
4/95
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONST INDUSTRY LICENSING BOARD
wt
7960 ARLINGTON EXPRESSWAY
SUITE 300
JACKSONVILLE FL 32211-7467
u
ADDERHOLD, TERRY WAYNE
INSITUFORM TECHNOLOGIES INC
702 SPIRIT 40 PARK DRIVE
CHESTERFIELD MO 63005-1629
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(904) 727-6530
STATE OF FLORIDA AC# 5 4 7 7 3 L
DEPARTMENT OF BUSINESS -AND
PROFESSIONAL REGULATION
CG —0O23963 02/16/1999 980214
CERTIFIED GENERAL CONTRACTOR
ADDERHOLD, TERRY WAYNE .-
INSITUFORM'TECHNOLOGIES INC.
IS CERTIFIED
Expiration Date: AUG 31,
under the provisions of Ch. 4139
DETACH HERE
--- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -
5,•417.3 4 l'-
REGULATION
LICENSE NBR
A 0 4 L"t
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gaMef beloWL �1-S;�.Cj NfWITED ;:
Friderth -r0V-W0'ftT-"O'fChO0Oe-f�4a9i
,: ��
-#irafiendate: AUG 31, 2000
ADDERHOLD, TERRY WAYNE
rt
INSITUFORM TECHNOLOGIES INC
702 SPIRIT 40 PARK DRIVE
CHESTERFIELD 63005-1629
-MO
JED BUSH
GOVERNOR DISPLAY AS AEOUIRED BY LAW
CYNTHIA A. HENDERSO
SECRETARY
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONST INDUSTRY LICENSING BOARD
7960 ARLINGTON EXPRESSWAY
SUITE 300
JACKSONVILLE FL 32211-7467
INSITUFORM TECHNOLOGIES INC
702 SPIRIT 40 PARK DRIVE
CHESTERFIELD MO 63005
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DETACH HERE
(904) 727-6530
STATE OF FLORIDA AC# 556797
DEPARTMENT OF BUSINESSAND
PROFESSIONAL REGULATION
GB —0011131 Ob 1Q9:(. 5'99 99902E
QUALIFIED BUSINESS ORGANIZATIOI
INSITUFORM TECHNOLOGIES INC,,.
( NOT A LICENSE. TOE--PER-T_O r, WORK
ALLOWS COMPANY TO— O'BUSINESS
IT HAS A LICENSED `QUALIFIEEZ,.)
IS QUALIFIED under the P'O""ons Of Ch- 4139
Expiration Date: AUG 31, 2001
Ar
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ik�,�:,STA�'E
-B'L1�I IV S$:; "AND; ,PROFESSIONAL REGULATION "meµ °
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H+� �^ �'° COIF I.IYDUS- I EN BOARD
rfcwas
TCENSE- NBRm
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E�gtitetio■ ds� ,Au6 1,F.`,2001._ _ .., :_� �: _ • .,K.
(THIS IS-. NOT .A LICENSE .TO PERFfORM. WORTHIS ALLOWS THE
COMPANY .Ta,-DO BUSINESS ONLY,IF.IT HAS A QUALIFIER.)
INSITUFORM TECHNOLOGIES INC
702: SPIRIT 40 PARK DRIVE
I.ESTEREIEL D �' 5 :M 63005.
',� ' `• �'�; �%ti x� �`" =t_ Yam- . ' - .-
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CYNTHIA
A. HENDERSOr
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CERTIFICATE OF COMPETENCY
- BROWARD COUNTY` !�
Detach and SIGN the reverse side of this card
, aG•!V ^ �T,- ^--
5WW,� cow
IMMEDIATELY upon receipt You should carry this
CERTIFICATE 01= COMPNCY
�, ; �... ETE
card with you at all times.
ENG 1A, PRIMARY' PIPELINES I
.CC#.,�;% �co
�.-�a0-.1. e6i
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TkR1ZY1.
ADDERHOLD,. ;W .,VUALIFY'IN_G� F
INS ITUFORM TECHNOL0GIES:,..•:1NC..
—
11511 PHILLIPS HWY $ .- _• • ' '
JACKSONVILLE FL 3-2256
ADDERHOLD, TERRY W
6507
BURNHAM CIR
PONTE VEDRA BEACH FL 32082-2505
EXPIRES 8/31/00 CTL#_-,.-6892,• I
503-207 (5/98)
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STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CON INDUSTRY
7960 ARLINGTON
STE 300
JACKSONVILLE
I
LICENSING BOARD
EXPRESSWAY
FL 32211-7467
HART, TIM J
INSITUFORM TECHNOLOGIES INC
11511 PHILLIPS HWY SOUTH
JACKSONVILLE FL 32256
1
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(904) 727-6530
S7ATE OF FLORIDA 14Ci¢r.s " , 3
DEPARTMENT• OF, BUSINESS AND
PROFESSIONAL•REGULATION
•'L
CU—CO56972 '12 'V,1-999. 994159E.'
CERT UNDERGRND UT•.IL,°'&: 7MXCAV CN i
liART, T I M J
:4NSI.TUFORM T:ECHNOLOGZES
IS CERTIFIED tinier the provisions of Ch. 4e9
Expiration Date: AUG 01, 2000
IDETACH HERE
,c 5 7 - _ ,;w' -STATE of FLORIDA
...-,.,;,.. DEPARTMENT :DF�BUSIINESS `AND 'PROFESSIONAL REGJLA'TION --i
;w;4';; �.A:..-.._ 'CONST..iNDUSTRY_.LICENSING BOARD ,
• t LICENSE NBR'
dhe 'ND•ERORi3URAM ff .. � A Ti'ON CONTR74CT.CfR
lamed J I EI +, "':
ender the prortsiow-0 -489 FS.
a;:_z
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Expiratiea date AUG 31, 2000 x• Tom`-
.. . -= .,-••�zr.��';,,:•.,�..r
•TIM.
J"�"
HART, '
NS I TUFORM TECHNOLOGIES INC
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11511 PHILLIPS HWY SOUTHJACKSONVILLE
�FLz�2256f��9--,
- ..;:._.
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C'fryT'rIIA A.i-iEiduEn-SON'
.
GOVERNOR DISPLAY AS REQUIRED BY
LAW
SECRETARY
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TABLE OF CONTENTS
BROWARD COUNTY NORTH REGIONAL
WASTEWATER DISTRICTS 1, 2 AND 3A
SEWER SYSTEM REHABILITATION
USING CURED -IN -PLACE PIPE LINING
SECTIQN TITLE
TECHNICALSPECIFICATIONS
DIVISION_1 -_GENERAL REQUIREMENTS
PAGE
01010
Summary of Work ...............................
01010-1 to 01010- 6
01025
Measurement and Payment ........................
01025-1 to 01025-27
01090
Reference Standards .............................
01090-1 to 01090- 3
01300
Submittals .....................................
01300-1 to 01300- 6
01400
Quality Control ..................................
01400-1 to 01400- 5
01510
Temporary Utilities ...............................
01510-1 to 01510- 3
01530
Protection of Existing Facilities .....................
01530-1 to 01530- 5
01550
Site Access and Storage ..........................
01550-1 to 01550- 3
01560
Temporary Environmental Controls ..................
01560-1 to 01560- 4
01570
Traffic Regulations and Maintenance of Traffic .........
01570-1 to 01570- 2
01600
Materials ......................................
01600-1 to 01600- 3
01700
Project Closeout ................................
01700-1 to 01700- 3
DIVISION 2 - SITEWORK
02750
Wastewater Flow Control ..........................
02750-1 to 02750- 3
02751
Preparatory Cleaning and Root Removal ..............
02751-1 to 02751- 4
02752
Television Survey ................................
02752-1 to 02752- 4
02765
Cured -In -Place Pipe Lining ........................
02765-1 to 02765- 8
02770
Cured -In -Place Pipe Reconstruction of Pressurized Piping
02770-1 to 02770-14
DIVISION 3 - CONCRETE - (Not Used)
DIVISION 4 - MASON - (Not Used)
DIVISION 5 - METALS - (Not Used)
DIVISION 6 - WOOD AND PLASTICS - (Not Used)
DIVISION 7 - THERMAL AND MOISTURE PROTECTION - (Not Used)
DIVISION 8 - DOORS AND WINDOWS - (Not Used)
Hwd.4580S187/01-13.00
TC-1
BCOES //I PROGRAM
CURED -IN -PLACE
TABLE OF CONTENTS
DIVISION 9 - FINISHES - (Not Used)
DIVISION 10,- SPECIALTIES - (Not Used)
DIVISION 11 - EQUIPMENT - (Not Used)
DIVISION 12 - FURNISHINGS - (Not Used)
DIVISION 13 - SegCIAL CONSTRUCTION - (Not Used)
DIVISION 14 - CONVEYING SYSTEM - (Not Used)
DIVI5ION_1,5 - MECHANICAL - (Not Used)
DIVISION 16 - ELECTRICAL - (Not Used)
e
Hwd:4580$187/01-13-00 BCOE31// PROGRAM
TC-2 CURED -IN -PLACE
1
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SECTION 01010 - SUMMARY OF WORK
PART 1 -- GENERAL
1.01 GENERAL
A. The Work to be performed under this Contract shall consist of furnishing all tools,
equipment, materials, supplies, and manufactured articles and for furnishing all
transportation and services, including fuel, power, water, and essential communications,
and for the performance of all labor, work, or other operations required for the fulfillment
of the Contract in strict accordance with the Contract Documents. The Work shall be
complete, and all work, materials, and services not expressly shown or called for in the
Contract Documents which may be necessary for the complete and proper construction of
the Work in good faith shall be performed, furnished, and installed by the CONTRACTOR
as though originally so specified or shown, at no increase in cost to the OWNER.
1.02 WORK COVERED BY CONTRACT DOCUMENTS
A. The Project consists of furnishing all labor, materials and equipment for performing sanitary
sewer system repairs.
B. The work to be performed under this contract shall include the installation cured -in -place
liner and all the associated appurtenances, such as service lateral reinstallment, bypass
pumping, point repairs, sectional pipe lining, root removal and cleanout installation.
Additionally, the work shall include all repairs for surface restoration and to bring the project
site to its original condition.
C. Prior to construction, the CONTRACTOR shall identify existing utilities. The
CONTRACTOR will be responsible for the coordination of his work with the associated
utility owner and permitting agencies having jurisdiction over the specific locations to be
verified.
D. Cured -In -Place Pipe Lining: Repairs shall be continuously generated under individual work
orders during the contract period as the results of the ongoing sewer system evaluation
survey become available. The CONTRACTOR shall view the available video inspection
tapes to familiarize himself with pipe's condition.
E. The Work also includes providing temporary sanitary sewer service of service laterals,
bypass pumping or plugging, if needed, and other appurtenant and miscellaneous items
and work for a completed project.
F. Work shall be performed to ensure a minimum of traffic disruption or sewer down time as
necessary, and work must be coordinated with affected residents and utility personnel.
G. As the results of the ongoing sewer system evaluation survey become available, specific
collection system rehabilitation work orders will be developed for the technologies and
remedial construction services in this proposal. The County reserves the right to select the
technology and scope of work for each work order. Contractor unit prices established
' under this selection process will determine the total cost of each work order.
I Hwd.4580S 188/01-13-00 BCOES 1/1 PROGRAM
01010-1 CURED -IN PLACE
I
1.03 WORK BY OTHERS I
A. The CONTRACTOR's attention is directed to the fact that work may be conducted at the
,
sites by other contractors during the performance of the Work under this Contract. The
CONTRACTOR shall conduct its operations so as to cause a minimum of interference with
the Work of such other contractors, and shall cooperate fully with such contractors to
provide continued safe access to their respective portions of the sites, as required to
perform their respective contracts.
B. Work to be performed at sites under other contracts consist of the following:
1. Cured -in -place sectional pipe lining.
2. Fold -and -formed pipe lining.
3. Excavated point repairs.
4. Pipe replacement.
5. Chemical grouting.
6. Manhole rehabilitation.
7. Service lateral television survey.
8. Water system rehabilitation.
C. When two or more contracts are being executed at one time on the same or adjacent land
in such manner that Work on one contract may interfere with that on another, the OWNER
shall determine the sequence and order of the Work. When the territory of one contract
is the necessary or convenient means of access for the execution of another contract, such
privilege of access or any other reasonable privilege may be granted by the OWNER to the
CONTRACTOR so desiring, to the extent, amount, in the manner, and at the times
permitted. No such decision as to the method or time of conducting the Work or the use
of territory shall be made the basis of any claim for delay or damage.
D. Interference With Work on Utilities: The CONTRACTOR shall cooperate fullywith all utility
forces of the OWNER or forces of other public or private agencies engaged in the
relocation, altering, or otherwise rearranging of any facilities which interfere with the
progress of the Work, and shall schedule the Work so as to minimize interference with said
relocation, altering, or other rearranging of facilities.
1.04 FIELD LAYOUT OF WORK
A. Elevations of existing ground, structures and appurtenances on work orders will be
reasonably correct but are not guaranteed to be absolute and therefore are presented only
as an approximation. Any error or apparent discrepancy in the data shown or omissions
of data required for accurately accomplishing the stake -out survey shall be referred
immediately to the ENGINEER for interpretation or correction.
B. All survey work for construction control purposes shall be made by the CONTRACTOR at ,
his expense. The CONTRACTOR shall establish all base lines for the location of the
principal component parts of the work together with bench marks and batter boards
adjacent to the work. The CONTRACTOR shall develop and make all detail surveys
necessary for construction. The OWNER will furnish information and location of existing
bench marks.
Hwd.4580S 188/01-13-00 BCOES 1/1 PROGRAM
01010-2 CURED -IN PLACE
I
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C. The CONTRACTOR shall have the responsibility to carefully preserve the bench marks,
reference points and stakes. In case of destruction thereof by the CONTRACTOR or
resulting from his negligence, he shall be held liable for any expense and damage resulting
therefrom and shall be responsible for any mistakes that may be caused by the
unnecessary loss or disturbance of such bench marks, reference points and stakes.
D. Existing or new control points, property markers, and monuments that will be established
or are destroyed during the normal causes of construction shall be re-established by the
CONTRACTOR; and all reference ties recorded therefore shall be furnished to the
ENGINEER. All computations necessary to establish the exact position of the work shall
be made and preserved by the CONTRACTOR.
E. The ENGINEER may check all or any portion of the work, and the CONTRACTOR shall
afford all necessary assistance to the ENGINEER in carrying out such checks. Any
necessary corrections to the work shall be performed immediately by the CONTRACTOR.
1.05 CONTRACTOR USE OF PROJECT SITE
A. The CONTRACTOR's use of the project site shall be limited to its construction operations,
including on -site storage of materials, on -site fabrication facilities, and field offices. Off -site
storage of materials will be arranged for by the CONTRACTOR and a copy of an
agreement for use of other property shall be furnished to the ENGINEER.
1.06 OWNER USE OF THE PROJECT SITE
A. The OWNER may utilize all or part of the existing facilities during the entire period of
construction for the conduct of the OW NER's normal operations. The CONTRACTOR shall
cooperate with the OWNER to minimize interference with the CONTRACTOR's operations
and to facilitate the OWNER's operations.
1.07 PARTIAL UTILIZATION OF THE WORK BY OWNER
A. The CONTRACTOR is hereby advised that the OWNER may accept the responsibility for
the maintenance and protection of a specific portion of the project if utilized prior to
completion. However, the CONTRACTOR shall retain full responsibility for satisfactory
operation of the total project.
1.08 PROJECT MEETINGS
A. Preconstruc!LQn Conference: Prior to the commencement of Work at the site, a
1 preconstruction conference will be held at a mutually agreed time and place which shall be
attended by the CONTRACTOR, its superintendent, and its subcontractors as appropriate.
r Other attendees will be:
1 1. Representatives of OWNER.
2. Governmental representatives as appropriate.
3. Others as requested by CONTRACTOR, ENGINEER or OWNER.
' Hwd.4580S 188/01-13-00 SCOES 1/1 PROGRAM
01010-3 CURED -IN PLACE
B. Unless previously submitted to the ENGINEER, the CONTRACTOR shall bring to the
conference one copy each of the following:
1. Preliminary schedule.
2. Preliminary procurement schedule of major equipment and materials and items
requiring long lead time.
3. Preliminary Shop Drawing / Sample / Substitute or "Or Equal" submittal schedule.
4. Schedule of Payment Items (lump sum price breakdown) for progress payment
purposes. I
5. Traffic Maintenance Plan
C. The purpose of the conference is to designate responsible personnel and establish a
working relationship. Matters requiring coordination will be discussed and procedures for
handling such matters established.
The agenda will include:
1. CONTRACTOR's tentative schedules.
2. Transmittal, review, and distribution of CONTRACTOR's submittals.
3. Processing applications for payment. ,
4. Maintaining record documents.
5. Critical work sequencing.
6. Field decisions and Change Orders. ,
7. Use of project site, office and storage areas, security, housekeeping, the OWNER's
needs. i
8. Major equipment deliveries and priorities.
9. CONTRACTOR's assignments for safety and first aid.
D. The ENGINEER will preside at the preconstruction conference and will arrange for keeping
the minutes and distributing the minutes to all persons in attendance.
E. Progress Meetings: The ENGINEER will schedule monthly progress meetings. The
CONTRACTOR, ENGINEER and OWNER, and all subcontractors active on the site shall
be represented at each meeting. CONTRACTOR may at its discretion request attendance
by representatives of its suppliers, manufacturers, and other subcontractors.
F. The ENGINEER will preside at the meetings and provide for keeping and distribution of the
minutes. The purpose of the meetings will be to review the progress of the Work, maintain
Hwd:4580S 188/01-13-00 BCOES /// PROGRAM
01010-4 CURED -IN PLACE
11
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coordination of efforts, discuss changes in scheduling, and resolve other problems which
may develop.
G. The CONTRACTOR shall attend meetings held to coordinate work between other contracts
that may be on -going on the project site. The General Superintendent, Job Superintendent,
and/or other key representatives of each prime contractor shall attend these conferences.
1.09 SITE CONDITIONS
A. The CONTRACTOR acknowledges that he has investigated prior to bidding and satisfied
himself as to the conditions affecting the Work, including but not restricted to those bearing
upon transportation, disposal, handling and storage of materials, availability of labor, water,
electric power, roads and uncertainties of weather, river stages, tides, water tables or
similar physical conditions at the site, the conformation and conditions of the ground, the
character of equipment and facilities needed preliminary to and during prosecution of the
Work. The CONTRACTOR further acknowledges that he has satisfied himself as to the
character, quality and quantity of surface and subsurface materials or obstacles to be
encountered insofar as this information is reasonably ascertainable from an inspection of
the site, or any contiguous site, as well as from information presented by the Specifications
made a part of this Contract. Any failure by the CONTRACTOR to acquaint himself with
the available information will not relieve him from responsibility for estimating properly the
difficulty or cost of successfully performing the Work. The OWNER assumes no
responsibility for any conclusions or interpretations made by the CONTRACTOR on the
basis of the information made available by the OWNER.
1.10 DIFFERING SITE CONDITIONS
A. The CONTRACTOR shall promptly and before such conditions are disturbed, notify the
OWNER in writing of: (1) subsurface or latent physical conditions at the site differing
materially from those indicated in this contract, or (2) unknown physical conditions at the
site, of an unusual nature, differing materially from those ordinarily encountered and
generally recognized as inherent in work of the character provided for this contract. The
OWNER will promptly investigate the conditions, and if he finds that such conditions do
materially so differ and cause an increase or decrease in the CONTRACTOR's cost of, or
the time required for, performance of any part of the work under this contract, whether or
not changed as a result of such conditions, an equitable adjustment shall be made and the
contract modified in writing accordingly.
B. No claim of the CONTRACTOR under this clause shall be allowed unless the
CONTRACTOR has given the notice required in Paragraph A.
C. No claim by the CONTRACTOR for an equitable adjustment hereunder shall be allowed if
asserted after final payment under this contract.
PART 2 -- PRODUCTS - (Not Used)
PART 3 -- EXECUTION - (Not Used)
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SECTION 01025 - MEASUREMENT AND PAYMENT
PART 1 -- GENERAL
1 1.01 SCOPE
A. Payments to the CONTRACTOR shall be made on the basis of the Schedule of Prices as
full and complete payment for furnishing all materials, labor, tools and equipment, and for
performing all operations necessary to complete the work included in the Contract
Documents. Such compensation shall also include payments for any loss or damages
arising directly or indirectly from the work, or from any discrepancies between the actual
quantities of work and those shown in the Contract Documents.
L B. The prices stated in the Schedule of Prices include all costs and expenses for taxes, labor,
equipment, materials, commissions, transportation charges and expenses, patent fees and
royalties, labor for handling materials during inspection, together with any and all other
costs and expenses for performing and completing the work as shown on the details and
specified herein. The Basis of Payment for an item at the price shown in the Schedule of
Prices shall be in accordance with its description of the item in this Section and as related
to the work specified. Unit prices will be applied to the actual quantities furnished and
installed in conformance with the Contract Documents.
1.02 MEASUREMENT
A. The quantities for payment under this Contract shall be determined by actual measurement
of the completed items, in place, ready for service and accepted by the OWNER unless
otherwise specified. The ENGINEER will witness all field measurements.
B. When depth of cuts are indicated in the bid items, they shall be measured vertically from
the existing grade at excavation point, paved or unpaved, to the pipe invert.
C. The quantities stated in the Schedule of Prices are approximate only and are intended to
fix the approximate amount of the cost of the Project. The County does not expressly or
' impliedly agree that the actual amount of the work to be done in the performance of the
contract will correspond with the quantities in the Schedule of Prices; the amount of work
to be done may be more or less than the said quantities and may be increased or
decreased by the County as circumstances may require. The increase or decrease of any
quantity shall not be regarded as grounds for an increase in the unit price or in the time
allowed for the completion of the work, except as provided in the Contract Documents.
1.03 PAYMENT ITEMS FOR CURED -IN -PLACE PIPE LINING
' A. General
1. The OWNER will not provide any space or place to store materials for this project.
No payment will be made for stored materials.
11
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2. Whenever "Limits of Construction" is referred to, the limit of construction shall be
within an area 7.5 feet each side of the centerline of the pipe and no more than 5 feet
beyond the end of the new pipe installed.
3. It is intended that all work required to complete this Contract will be included in the
various bid items as described in the following paragraphs.
B. Item A.1.a and A.2.a — Mobilization
1. Mobilization refers to the travel charges incurred in transporting equipment and
personnel to or from the jobsite from the nearest base of operations. This item will
be paid by the hour as shown on the Schedule of Prices,
C. Items A.1.b, A.1.c, A.2.b and A.2.c -- TV Inspection
1. TV inspection refers to the televised inspection of the pipe interior using remote
,
controlled video equipment. Payment is either by the hour of operation or by the
linear feet of travel within the pipe, when the travel is equal or greater than 10,000
linear feet, as shown on the Schedule of Prices.
D. Item A.2.d — Lateral Inspection
1. This item shall include the TV inspection of service connections via clean out or from
the main line. Information obtained shall be recorded on extra high grade T-120 VHS
format video tape, to match BCOES equipment, and on hard copy log sheets. This
is a necessary part of the Specifications and the CONTRACTOR's equipment must
be approved by the ENGINEER. This item of work will be measures and paid at the
unit price per each service lateral inspected, as shown on the Schedule of Prices.
E. Item A.2.e — Manhole Inspection
1. Manhole Inspection refers to the televised inspection of the manhole interior, noting
any deficiencies. Payment is lump sum, as shown on the Schedule of Prices.
F. Items A.3.a through A.1.k — Cleaning and TV Inspection
i
1. Computerized data reports refer to the computerized collection and storage video
inspection data. The data is then compiled into a comprehensive system evaluation
,
report. Payment for this item is lump sum, as shown on the Schedule of Prices.
2. Items A.3.b through A.1.k shall include internal cleaning and TV inspection using
remote control video equipment. The CONTRACTOR shall clean every pipeline prior
to TV inspection.
1/4
3. Light cleaning refers to the removal of of the pipe diameter or less of accumulated
sand and/or debris from a section of the pipeline. Medium cleaning refers to the
removal of greater than 1/4 to'/z of the pipe diameter accumulated sand and/or debris
from a section of the pipeline. Heavy cleaning refers to the removal of greater than
'/z of the pipe diameter of accumulated sand and/or debris from a section of the
pipeline.
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I
I
4. Information obtained shall be recorded on extra high grade T-120 VHS format video
tape, to match BCOES equipment, and on hard copy log sheets. This is a necessary
part of the Specifications and the CONTRACTOR's equipment must be approved by
the ENGINEER.
5. This item of work will be measured and paid at the unit price per linear foot of sewer
pipeline cleaned and TV inspected, depending on the degree of cleaning and the
pipe diameter, as shown on the Schedule of Prices. Measurement will be to the
nearest foot from inside edge of manhole to inside edge of manhole, not including
the manhole chamber.
G. Item A.1.j — Special Cleaning, Additional
Removal of grease, roots or tuberculation in cast iron pipe or the use of special
equipment such as bucket machines will be considered special cleaning and will be
measured and paid per linear foot additionally to cleaning, depending on the pipeline
diameter and the type of cleaning, as shown on the Schedule of Prices.
H. Items B.1.a through B.1.j — Installation of Cured -in -Place Liner
This item refers to the installation of a resin impregnated, cured -in -place pipe within
the existing sewer main.
2. The new pipe shall be cut in the manhole at a suitable location. The finished product
shall be continuous over the length of pipe reconstructed and be free from dry spots,
delamination and lifts. Should the liner not make tight seal at the inside manhole
wall, a seal shall be made by the use of extra polyester fiber felt and epoxy resin.
Pipe entries and exits shall be smooth, free of irregularities, and water tight. No
visible leaks shall be present form between the liner and the existing pipe.
3. The CONTRACTOR will be responsible for stopping all visible leaks, including active
leaks at reinstated service connections caused by water traveling in between the host
pipe and the liner. These conditions are to be grouted to stop leaks and/or fill voids
between the host pipe and the liner at no cost to the OWNER. During the warranty
period, any defects which will affect the integrity or strength of the product shall be
repaired at the CONTRACTOR's expense, in a manner mutually agreed upon the
OWNER and the CONTRACTOR.
4. This item includes all necessary or required traffic control and preparation of the
existing sewer; removal, transportation and disposal of material generated by
cleaning and preparation; chemical joint sealing if necessary; pipe lining; cleaning;
testing; clean up; all labor, materials and equipment required to provide a complete
and acceptable liner installation, including all appurtenances, in accordance with the
Contract documents, the manufacturer's specifications and compliance with all
applicable regulatory requirements.
5. .Also included, if repairs are required due to damage caused by the CONTRACTOR's
operation, shall be materials for repair, if required, including pipe, fittings and
specials, pipe bedding, and materials for surface restoration; transportation and
handling costs delivered to the work site; any bypass pumping; providing provisional
sewers to maintain service; complying with the State of Florida Trench Safety Act,
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includingshoring; removal, transportation and disposal of existing sewer excavation;
9 p 9
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 placing it in the trench; cutting pipe; furnishing and
installing joint materials including lubricant; making all connections within the lines to
existing sewers, laterals and structures; 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; cleaning and testing
the sewer; temporary paving installation and removal; permanent 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 permits, and all other
appurtenant and miscellaneous items and work including final cleanup.
6. This item will be measured and paid at the unit price per linear foot of Cured in Place
Pipe Lining as delineated by the pipe size and depth in brackets named in the
Schedule of Prices. Measurement shall be made based on the horizontal projection
of the centerline of the permanently installed liner between manholes, including the
laying length of fittings along the run, measured to the nearest foot from inside wall
of manhole to inside wall of manhole for each section lined, not including the
manhole chamber.
7. Payment for bypass pumping and service lateral reinstatements, if required (other
than because of damage caused by the Contractor) will be paid for under a separate
item.
Items B.2.a through B.2.c -- By -Pass Pumping ,
1. This item shall provide full compensation for by-pass pumping operations required
for sewer and manhole repair work. The CONTRACTOR shall attempt to perform
the sewer work without by-pass pumping. However, if, in the opinion of the
ENGINEER by-pass pumping is necessary, it will be identified as a payment item.
2. This item shall include, but not be limited to all necessary and required traffic control,
pumps; piping; gasoline/diesel fuel; maintenance; transportation and storage;
temporary by-pass and service piping; labor; materials and/or any other costs
associated with bypass pumping.
3. This item will be measured and paid by linear foot of pipeline by-passed, for pipeline
with diameter form 8" to 18", depending on the pipeline diameter, as shown on the
Schedule of Prices. For by-pass pumping for pipeline diameters larger than 18", this
item payment will be based on a set up charge per pump used, plus a unit price per
hour that each pump is operated.
J. Item B.2.d — Mobilization I
1. Mobilization refers to the travel charges incurred in transporting equipment and
personnel to the jobsite from the nearest base of operations.
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01025-4 CURED -IN -PLACE
1
K. Item B.2.e -- Service Lateral Reinstatement and Preparation
1. This item includes the standard service reconnection and the service lateral
inspection and preparation for reconstruction.
2. The standard service connection refers to the reinstatement of the house service
connection to the sewer main after the installation of the cured -in -place liner. This
is accomplished from within the sewer main via a remote controlled cutting device.
Measurement and payment of this item is based on a unit price per each service
reinstated, as shown in the Schedule of Prices.
L. Item B.2.f — Trenchless Lateral Reconstruction System
1. Trenchless lateral reconstruction system refers to installation of a resin impregnated,
cured -in -place lateral within the existing lateral extending from the sewer main
connection to a previously installed clean out. This item includes 3 sub -items for
measurement and payment purposes, which are described below.
2. Cured -in -place lateral seal refers to the installation of an 18-inch long cured -in -place
liner into the lateral, extending from the sewer main. Payment for this item is based
on a unit price as shown on the Schedule of Prices.
3. Service reconstruction up to 20 linear feet refers to the lateral reconstruction via the
above system for abase footage of 20 linear feet. Payment is based on a unit price
per each lateral reconstructed, as shown on the Schedule of Prices.
4. Additional footage refers to the additional footage of lateral reconstruction beyond the
20 linear feet included in the base price above. Payment is based on a unit price per
linear foot, as shown on the Schedule of Prices.
5. Additional for stack service refers to an additional charge incurred when
reconstructing a service lateral in the stack or vertical configuration. Payment is
additional to other applicable charges and is based on a unit price per each stack,
as shown on the Schedule of Prices.
6. The decision to install cured -in -place liner is dependent upon the results of the lateral
inspection. Factors such as the lateral condition and alignment may prohibit the
reconstruction. In this case a charge for the service lateral inspection and
preparation for reconstruction will apply.
7. Additional footage refers to the additional footage of lateral reconstruction beyond the
20 linear feet included in the base price above. Payment is based on a unit price per
linear foot.
8. Additional for stack service refers to an additional charge incurred when
reconstructing a service lateral in the stack or vertical configuration. Payment is
additional to other applicable charges and is base on a unit price per each stack.
9. Clean -out installation refers to the installation of a lateral clean -out at a
predetermined point. Payment is based on a unit price per each clean -out installed.
Price is based on installation at a shallow depth and within a grassed area.
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M. Item 8.2.g — Easement Access, Additional
1. Easement access refers to the additional charge incurred when working within
easements between property boundaries. Payment is based on a unit price per foot
of easement access in addition to the standard unit price per foot of trenchless pipe
reconstruction.
N Item B.2.h -- Blind Shots, Additional Set Up
1. Blind shot refers to the additional charge incurred when terminating a section of
cured -in -place liner outside a manhole or similar structure. Payment is based on a
unit price per each blind shot in addition to the standard unit price per foot of cured -
in -place liner.
O. Item B.2.i — Traffic Control
1. Traffic control refers to the additional charge incurred for placing traffic control
personnel or devices in areas deemed unsafe. This does not cover the placement
of standard traffic cones, which is included in the unit price for trenchless pipe
reconstruction. Payment is based on a unit price per each device or unit price per
hour for personnel.
PART 2 — PROWCT15 Not Use
PART 3 -- C I N Not Used
- END OF SECTION -
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I I
I I
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11
L7
SECTION 01090 - REFERENCE STANDARDS
PART 1 -- GENERA
1,01 GENERAL
A. Titles of Sec ions and Paragraphs: Captions accompanying specification sections and
paragraphs are for convenience of reference only, and do not form a part of the
Specifications.
B. Applicable Publications: Whenever in these Specifications references are made to
published specifications, codes, standards, or other requirements, it shall be understood
that wherever no date is specified, only the latest specifications, standards, or requirements
of the respective issuing agencies which have been published as of the date of the Contract
agreement, shall apply; except to the extent that said standards or requirements may be
in conflict with applicable laws, ordinances, or governing codes. No requirements set forth
herein shall be waived because of any provision of, or omission from, said standards or
irequirements.
1.02 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS
A. Without limiting the generality of other requirements of the specifications, all work specified
herein shall conform to or exceed the requirements of all applicable codes and the
applicable requirements of the following documents to the extent that the provisions of such
documents are not in conflict with the requirements of these Specifications nor the
applicable codes.
B. References herein to "Building Code" or SFBC shall mean the South Florida Building Code,
Broward Edition. The latest edition of the code as approved and used by the local agency
as of the date of award, as adopted by the agency having jurisdiction, shall apply to the
Work herein, including all addenda, modifications, amendments, or other lawful changes
thereto.
C. In case of conflict between codes, reference standards, Drawings and the other Contract
Documents, the most stringent requirements shall govern. All conflicts shall be brought to
the attention of the ENGINEER for clarification and directions prior to ordering or providing
any materials or labor. The CONTRACTOR shall bid the most stringent requirements.
D. Applicable Standard Specifications: The CONTRACTOR shall construct the Work specified
herein in accordance with the requirements of the Contract Documents and the referenced
portions of those referenced codes, standards, and Specifications listed herein.
G. References herein to "OSHA Regulations for Construction" shall mean Title 29, Part 1 �126.
_Construction _Safety and Health Regulations, Code of Federal Regulations (OSHA),
including all changes and amendments thereto.
H. References herein to "OSHA Standards" shall mean Title 29, _Part 1919, Occu ation I
Safety and Health Standards Code of Federal Regulations (OSHA), including all changes
and amendments thereto.
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1.03 ABBREVIATIONS AND ACRONYMS
A. Wherever in these specifications references are made to the standards, specifications, or
other published data of the various national, regional, or local organizations, such
organizations may be referred to by their acronym or abbreviation only. As a guide to the
user of these specifications, the following acronyms or abbreviations which may appear in
these specifications shall have the meanings indicated herein.
AAMA
AASHTO
ACI
ACPA
AFBMA
AG MA
AHGDA
Al
AIA
AISC
AISI
AITC
AMCA
ANSI
APA
API
APHA
APWA
ASA
ASAE
ASCE
ASHRAE
ASLE
ASME
ASMM
ASSE
ASTM
AW PA
AW PI
AW S
AWWA
BCDNRP
BCPHU
BCOES
BCW RMD
BHMA
CMA
CRSI
DIPRA
EIA
ETL
FDEP
Architectural Aluminum Manufacturer's Association
American Association of the State Highway and Transportation Officials
American Concrete Institute
American Concrete Pipe Association
Anti -Friction Bearing Manufacturer's Association, Inc.
American Gear Manufacturer's Association
American Hot Dip Galvanizers Association
The Asphalt Institute
American Institute of Architects
American Institute of Steel Construction
American Iron and Steel Institute
American Institute of Timber Construction
Air Moving and Conditioning Association
American National Standards Institute, Inc.
American Plywood Association
American Petroleum Institute
American Public Health Association
American Public Works Association
Acoustical Society of America
American Society of Agriculture Engineers
American Society of Civil Engineers
American Society of Heating, Refrigerating, and Air -Conditioning
Engineers
American Society of Lubricating Engineers
American Society of Mechanical Engineers
Architectural Sheet Metal Manual
American Society of Sanitary Engineers
American Society for Testing and Materials
American Wood Preservers Association
American Wood Preservers Institute
American Welding Society
American Water Works Association
Broward County Department of Natural Resources Protection
Broward County Public Health Unit
Broward County Office of Environmental Services
Broward County Water Resources Management Division
Builders Hardware Manufacturer's Association
Concrete Masonry Association
Concrete Reinforcing Steel Institute
Ductile Iron Pipe Research Association
Electronic Industries Association
Electrical Test Laboratories
Florida Department of Environmental Protection
Hwd.4580S 190/01-13-00 BCOES I/I PROGRAM
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1
1
1
FDOT
Florida Department of Transportation
FS
Federal Specifications
IEEE
Institute of Electrical and Electronics Engineers
IES
Illuminating Engineering Society
IPCEA
Insulated Power Cable Engineers Association
ISA
Instrument Society of America
ISO
International Organization for Standardization
MBMA
Metal Building Manufacturer's Association
MTI
Marine Testing Institute
NAAM
National Association of Architectural Metal Manufacturer's
NACE
National Association of Corrosion Engineers
NBS
NEC
National Bureau of Standards
National Electrical Code
NEMA
National Electrical Manufacturer's Association
NFPA
National Fire Protection Association
NRCA
National Roofing Contractors Association
OSHA
Occupational Safety and Health Administration
PCA
Portland Cement Association
SFBC
South Florida Building Code, Broward Edition
SMACCNA
Sheet Metal and Air Conditioning Contractors National Association
SSPC
Steel Structures Painting Council
SSPWC
Standard Specifications for Public Works Construction
SFWMD
South Florida Water Management District
UL
Underwriters Laboratories, Inc.
- T
PART 2 - PRODUCTS
N
(Not Used)
PART 3 -- EXECUTION (Not used)
-END OF SECTION-
Cl
I
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SECTION 01300 - SUBMITTALS
PART 1 -- GENERAL
1.01 THE REQUIREMENT
A. This section specifies the means of all submittals. All submittals shall be submitted to the
ENGINEER. A general summary of the types of submittals and the number of copies
required is as follows:
Copies to
ENGINEEB Type of Sumiftal
' 4 Construction schedule
4 Schedule of payment items
4 Progress estimates
9 Shop drawings
' 2 Product samples
2 Certificates of compliance
2 Warranties
11
1.02 SUBMITTAL PROCEDURES
A. Transmit each submittal with a form acceptable to the ENGINEER, clearly identifying the
project and the CONTRACTOR, the enclosed material and other pertinent information
specified in other parts of this section. Identify variations from Contract Documents and
Product or system limitations which may be detrimental to successful performance of the
completed Work.
B. Revise and resubmit submittals as required, identify all changes made since previous
submittals. Resubmittals shall be noted as such.
C. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly
report any inability to comply with provisions.
1.03 CONSTRUCTION SCHEDULE
A. The construction schedule shall be prepared for each group of work orders in the form of
a horizontal bar chart showing in detail the proposed sequence of the work and identifying
construction activities for each major component, structure or facility. The schedule shall
be time scaled, identifying the first day of each week, with the estimated date of starting
and completion of each stage of the work in order to complete the project within the
Contract time. Four copies of the schedule shall be submitted within ten calendar days
after the date of the Notice to Proceed.
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B. The construction schedule shall be revised to reflect comments by the OWNER and ,
ENGINEER and updated monthly, depicting progress to the last day of the month. Six
copies shall be submitted with each request for monthly progress payments. '
C. Changes to the schedule shall be accompanied by a letter of explanation with appropriate
reference and revision date on the schedule. '
1.04 SCHEDULE OF PAYMENT ITEMS
A. The CONTRACTOR shall submit a Schedule of Payment Items for review within ten '
calendar days after the date of the Notice To Proceed. The schedule shall contain the
installed value of the component parts of Work for the purpose of making progress ,
payments during the construction period.
B. The schedule shall be given in sufficient detail for the proper identification of Work
accomplished. Each item shall include its proportional share of all costs including the
CONTRACTOR's overhead, contingencies and profit. The sum of all scheduled items shall
equal the total value of the Contract.
C. No payment will be made for materials stored on the project site.
D. The CONTRACTOR shall expand or modify the above schedule as required by the
ENGINEER's initial or subsequent reviews.
1.05 PROGRESS ESTIMATES
A. Progress estimates shall be submitted in accordance with the General Conditions and shall
be accompanied by the revised Construction Schedule.
1.06 SHOP DRAWINGS
A. General: Thq
reinforcement,
materials for
ENGINEER.
CONTRACTOR shall submit for review shop drawings for concrete
structural details, materials fabricated especially for this Contract, and
which such Drawings are specified or specifically requested by the
1
11
B. Shop drawings shall show the principal dimensions, weight, structural and operating
features, type and/or brand of finish or shop coat, grease fittings, etc., depending on the I
subject of the Drawings.
C. When so specified, or if considered bythe ENGINEER to be acceptable, the manufacturer's
specifications, catalog data, descriptive matter, illustrations, etc., may be submitted for
review in place of shop drawings. In such case, the requirements shall be as specified for
shop drawings, insofar as applicable. ,
D. The CONTRACTOR shall be responsible for the prompt submittal of all shop drawings so
that there shall be no delay to the Work due to the absence of such Drawings. The '
ENGINEER will review the shop drawings within 14 calendar days of receipt of such
Drawings. Reviewed shop drawings will be returned to the CONTRACTOR by regular mail,
posted no later than 14 days after receipt. '
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E. Time delays caused by rejection of submittals are not cause for extra charges to the
OWNER or time extensions.
F. Re uirements: All shop drawings shall be submitted to the ENGINEER through the
CONTRACTOR. The CONTRACTOR is responsible for obtaining shop drawings from his
subcontractors and returning reviewed Drawings to them. All shop drawings shall be
prepared on standard size, 24-inch by 36-inch sheets, or smaller. All Drawings shall be
' clearly marked with the name of the project, OWNER, CONTRACTOR, Bid Package
number, and structure to which the drawing applies. Drawings shall be suitably numbered
and stamped by the CONTRACTOR. Each shipment of Drawings shall be accompanied
' by a letter of transmittal giving a list of the drawing numbers and the names mentioned
above.
G. Product Data: Where manufacturer's publications in the form of catalogs, brochures,
illustrations, or other data sheets are submitted in lieu of prepared shop drawings, such
submission shall specifically indicate the particular item offered. Identification of such items
and relative pertinent information shall be made with indelible ink. Submissions showing
only general information will not be accepted.
H. Product data shall include materials of construction, dimensions, performance
' characteristics and capacities, etc.
I. Sample Warranties: When warranties are called for, a sample of the warranty shall be
' submitted with the shop drawings. The sample warranty shall be the same form that will
be used for the actual warranty.
J. Work Prior to Review: No material or equipment shall be purchased, fabricated especially
for this Contract, or delivered to the project site until the required shop drawings have been
submitted, processed and marked either "FURNISH AS SUBMITTED" or "FURNISH AS
' CORRECTED". All materials and Work involved in the construction shall be as represented
by said Drawings.
K. The CONTRACTOR shall not proceed with any portion of the Work for which the design
and details are dependent upon the design and details of equipment for which submittal
review has not been completed.
' L. CONTRAC10--F:V's Review: Only submittals which have been checked and corrected should
be submitted to the CONTRACTOR by his subcontractors and vendors. Prior to submitting
shop drawings to the ENGINEER, the CONTRACTOR shall check thoroughly all such
' Drawings to satisfy himself that the subject matter thereof conforms to the Drawings and
Specifications in all respects. Drawings which are correct shall be marked with the date,
checker's name and indications of the CONTRACTOR's approval, and then shall be
submitted to the ENGINEER; other Drawings submitted to the ENGINEER will be returned
to the CONTRACTOR unreviewed.
M. CONTRACT R's Res onsibili : The review of shop drawings will be general and shall not
relieve the CONTRACTOR of the responsibility for details of design, dimensions, etc.,
necessary for proper fitting and construction of the Work required by the Contract and for
achieving the specified performance.
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N. CONTRACTOR's Modifications: For submissions containing departures from the Contract '
Documents, the CONTRACTOR shall include proper explanation in his letter of transmittal.
Should the CONTRACTOR submit for review equipment that requires modifications to the '
structures, piping, layout, etc. detailed on the Drawings, he shall also submit for review
details of the proposed modifications. If such equipment and modifications are accepted,
the CONTRACTOR, at no additional cost to the OWNER, shall do all Work necessary to '
make such modifications.
O. Substitutions: Whenever a particular brand or make of material, equipment, or other item '
is specified, or is indicated on the Drawings, it is for the purpose of establishing a standard
of quality, design, and type desired and to supplement the detailed specifications. Any
other brand or make which, in the opinion of the ENGINEER, is equivalent to that specified '
or indicated may be offered as a substitute subject to the following provisions:
1. CONTRACTOR shall submit for each proposed substitution sufficient details, ,
complete descriptive literature, and performance data together with samples of the
materials, where feasible, to enable the ENGINEER to determine if the proposed
substitution is equal.
2. CONTRACTOR shall submit certified tests, where applicable, by an independent ,
laboratory attesting that the proposed substitution is equal.
3. CONTRACTOR shall submit a list of installations where the proposed substitution is ,
equal.
4. Where the acceptance of a substitution requires revision or redesign of any part of
the Work, all such revision and redesign, and all new Drawings and details required
therefore, shall be provided by the CONTRACTOR at his own cost and expense, and ,
shall be subject to review of the ENGINEER.
5. In all cases the ENGINEER shall be the sole judge as to whether a proposed ,
substitution is to be accepted. The CONTRACTOR shall abide by the ENGINEER's
decision when proposed substitute items are judged to be unacceptable and shall in
such instances furnish the item, or substitute, as specified. No substitute items shall '
be used in the Work without written acceptance of the ENGINEER.
6. Acceptance of any proposed substitution shall in no way release the CONTRACTOR
from any of the provisions of the Contract Documents. ,
P. Complete _Submittals: Each submittal shall be complete in all aspects incorporating all
information and data required to evaluate the products' compliance with the Contract 1
Documents. Partial or incomplete submissions shall be returned to the CONTRACTOR
without review.
O. Shop Drawing Distribution: The CONTRACTOR shall submit a minimum of 9 copies of all
shop drawings to the ENGINEER for review. Shop drawings will be reviewed, stamped and
distributed with the appropriate box checked either "FURNISH AS SUBMITTED", ,
"FURNISH AS CORRECTED" or "REVISE AND RESUBMIT". The distribution of
processed shop drawings will be as follows:
Hwd.4580S 191 /01-13-00 BCOES 1/1 PROGRAM
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1. Drawings Marked "FURNISH AS SUBMITTED" or "FURNISH AS CORRECTED"
3 copies returned to the CONTRACTOR
2 copies transmitted to the OWNER
'
2 copies remain at the ENGINEER's office
1 copy remains with the shop drawing reviewer
1 copy for the ENGINEER's field representative
2. Drawings Marked "REVISE AND RESUBMIT"
2 copies returned to the CONTRACTOR
2 copies remain at the ENGINEER's office
1 copy remains with the shop drawing reviewer
4 copies will be discarded, unless picked up by the CONTRACTOR
R. If the CONTRACTOR requires additional copies of returned shop drawings, he shall include
extra Drawings in his original submittal. The ENGINEER will process the Drawings and
return them to the CONTRACTOR.
1.07 PRODUCT SAMPLES
' A. CONTRACTOR shall furnish for review all product samples as required by the Contract
Documents or requested by the ENGINEER to determine compliance with the
specifications.
B. Samples shall be of sufficient size or quantity to clearly illustrate the quality, type, range of
color, finish or texture and shall be properly labeled to show complete project identification,
' the nature of the material, trade name of manufacturer and location of the Work where the
material represented by the sample will be used.
' C. Samples shall be checked by the CONTRACTOR for conformance to the Contract
Documents before being submitted to the ENGINEER and shall bear the CONTRACTOR's
stamp certifying that they have been so checked. Transportation charges on samples
submitted to the ENGINEER shall be prepaid by the CONTRACTOR.
D. ENGINEER's review will be for compliance with the Contract Documents, and his
comments will be transmitted to the CONTRACTOR with reasonable promptness.
E. Acceptable samples will establish the standards by which the completed Work will be
' judged.
1.08 CERTIFICATES OF COMPLIANCE
A. Copies of certificates of compliance and test reports shall be submitted for requested items
to the ENGINEER prior to request for payment.
1.09 WARRANTIES
A. Original warranties, called for in the Contract Documents, shall be submitted to the OWNER
through the ENGINEER. When warranties are required for an item, warranty shall be
submitted prior to request for payment of that item.
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B. When warranties are requested, a sample of the warranty to be provided shall be submitted
with, and considered part of, the shop drawings.
C. The CONTRACTOR shall warrant to the OWNER that all material and labor used in the
construction are covered by his warrantee for a minimum of a one year period upon
approval and acceptance by the OWNER. The CONTRACTOR shall replace or repair
defects at no cost to the OWNER during the warrantee period. No visible or potential
leakage shall be allowed during the warrantee period.
PART 2 -- PRODUCTS - (Not Used)
PART 3 -- EXECUTION - (Not Used)
��`►T�I�7��=L��C�I�Ie
Hwd.4580S181/01-13-00 BCOES I/I PROGRAM
01300-6 CURED -IN -PLACE
I
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u
SECTION 01400 - QUALITY CONTROL
PART 1 -- GENERAL
1.01 QUALITY ASSURANCE
A. Quali : All materials shall be new and correctly designed, and shall conform to the
requirements of Section 01090, "Reference Standards" and Section 01600, "Materials".
They shall be standard first -grade quality produced by expert workmen and be intended for
the use for which they are offered. Materials which, in the opinion of the ENGINEER, are
inferior or of a lower grade than indicated, specified or required will not be acceptable.
B. Source imitations: To the greatest extent possible for each unit of Work, the
CONTRACTOR shall provide products, materials, or equipment of a singular generic kind
from a single source.
C. Comnatibility__of Options: Where more than one choice is available as options for
CONTRACTOR's selection of a product, material, or equipment, the CONTRACTOR shall
select an option which is compatible with other products and materials already selected.
Compatibility is a basic general requirement of product/material selections.
' 1.02 PRODUCT EVALUATION
1
A. The OWNER will employ and pay for the services of an independent testing laboratory for
specified testing as specified by the ENGINEER.
B. The work or actions of the testing laboratory shall in no way relieve the CONTRACTOR of
his obligations under the Contract. The laboratory testing work will include such inspections
and testing required by the Contract Documents, existing laws, codes, ordinances, etc. The
testing laboratory will have no authority to change the requirements of the Contract
'
Documents, nor perform, accept or approve any of the CONTRACTOR's Work.
C. The CONTRACTOR shall allow the ENGINEER ample time and opportunity for evaluation
and testing materials to be used in the Work. The CONTRACTOR shall advise the
ENGINEER promptly upon placing orders for materials so that arrangements may be made,
if desired, for evaluation before shipment from the place of manufacture. The
CONTRACTOR shall at all times furnish the ENGINEER and his representatives, facilities
including labor, and allow proper time for evaluation and testing materials, and
workmanship. The CONTRACTOR must anticipate that possible delays may occur in the
execution of its work due to the necessity of materials being inspected and accepted for
use. The CONTRACTOR shall furnish, at his own expense, all samples of materials
required by the ENGINEER for testing, and shall make his own arrangements for providing
'
water, electric power, or fuel for the various evaluation and tests of structures and
materials.
' D. The OWNER will bear the cost of all tests, evaluation, or investigations undertaken by the
order of the ENGINEER for the purpose of determining conformance with the Contract
Documents if such tests, evaluation, or investigations are not specifically required by the
Contract Documents, and if conformance is ascertained thereby. Whenever
nonconformance is determined by the ENGINEER as a result of such tests, evaluation, or
' Hwd:45805192/01-13-00 BCOES 1/1 PROGRAM
01400-1 CURED-IMPL4CE
1
,
investigations, the CONTRACTOR shall bear the full cost of any additional tests,
evaluations and investigations, which are ordered by the ENGINEER to ascertain
subsequent conformance with the Contract Documents.
1.03
EVALUATION AT PLACE OF MANUFACTURE
A.
Unless otherwise specified, all products and materials shall be subject to evaluation by the
ENGINEER at the place of manufacture.
,
B.
The presence of the ENGINEER at the place of manufacture however, shall not relieve the
CONTRACTOR of the responsibility for furnishing products, materials, and equipment
which comply with all requirements of the Contract Documents. Compliance is a duty of
the CONTRACTOR, and said duty shall not be avoided by any act or omission on the part
,
of the ENGINEER.
1.04
SAMPLING AND TESTING
,
A.
Unless otherwise specified, all sampling and testing shall be in accordance with the
methods prescribed in the current standards of the ASTM, as applicable to the class and
nature of the article or materials considered; however, the ENGINEER reserves the right
to use any generally -accepted system of sampling and testing which, in the opinion of the
ENGINEER will insure the OWNER that the quality of the workmanship is in full accord with
,
the Contract Documents.
B. Any waiver by the OWNER of any specific testing or other quality assurance measures,
whether or not such waiver is accompanied by a guarantee of substantial performance as
a relief from the specified testing or other quality assurance requirements as originally
specified, and whether or not such guarantee is accompanied by a performance bond to
assure execution of any necessary corrective or remedial Work, shall not be construed as
a waiver of any requirements of the Contract Documents.
C. Notwithstanding the existence of such waiver, the ENGINEER reserves the right to make
,
independent investigations and tests and failure of any portion of the Work to meet any of
the requirements of the Contract Documents, shall be reasonable cause for the ENGINEER
to require the removal or correction and reconstruction of any such work in accordance with
the General Conditions.
D. In addition to any other evaluation, observation or quality assurance provisions that may be
specified, the ENGINEER shall have the right to independently select, test, and analyze,
at the expense of the OWNER, additional test specimens or any or all of the materials to
be used. Results of such tests and analyses shall be considered along with the tests or ,
analyses made by the CONTRACTOR to determine compliance with the applicable
specifications for the materials so tested or analyzed; provided, that testing or investigation
by the ENGINEER, which fails to meet the requirements of the Contract Documents, all ,
costs of such independent inspection and investigation, and all costs of removal, correction,
and reconstruction or repair of any such Work shall be borne by the Contractor.
Hwd:458OS 192/D 1.13-00 BCOES 1/1 PROGRAM
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1
1.05 SITE INVESTIGATION AND CONTROL
A. The CONTRACTOR shall verify all dimensions in the field and shall check field conditions
continuously during construction. The CONTRACTOR shall be solely responsible for any
inaccuracies built into the Work due to its failure to comply with this requirement.
B. The CONTRACTOR shall inspect related and appurtenant Work and shall report in writing
to the ENGINEER any conditions which will prevent proper completion of the Work. Failure
to report any such conditions shall constitute acceptance of all site conditions, and any
required removal, repair, or replacement caused by unsuitable conditions shall be
performed by the CONTRACTOR at its sole cost and expense.
1.06 RIGHT OF REJECTION
A. The ENGINEER, acting for the OWNER, shall have the right, at all times and places, to
reject any articles or materials to be furnished hereunder which, in any respect, fail to meet
the requirements of the Contract Documents, regardless of whether the defects in such
' articles or materials are detected at the point of manufacture or after completion of the
Work at the site. If the ENGINEER, through an oversight or otherwise, has accepted
materials or Work which is defective or which is contrary to the Contract Documents, such
materials, no matter in what stage or condition of manufacture, delivery, or erection, may
be subsequently rejected by the ENGINEER for the OWNER.
B. The CONTRACTOR shall promptly remove rejected articles or materials from the site of
the Work after notification of rejection. All costs of removal and replacement of rejected
articles or materials as specified herein shall be borne by the CONTRACTOR.
1.07 WATERTIGHTNESS OF STRUCTURES
A. It is the intent of these specifications that all concrete work, sealing work around built-in
items and penetrations be performed as required to ensure that groundwater and/or
rainwater will not leak into any repaired collection line, service lateral, or manhole.
B. The required watertightness shall be achieved by quality construction and proper sealing
of all pipes and manholes.
' C. The CONTRACTOR shall provide at its own expense all labor, material, temporary
bulkheads, pumps, water, measuring devices, etc., necessary to perform the required tests.
I
1.08 HYDRAULIC UPLIFT ON STRUCTURES
A. The CONTRACTOR shall be completely responsible for any pipelines or manholes that
may become buoyant during the construction operations due to the groundwater or floods
and before the structure is put into operation. Should there be any possibility of buoyancy
of a structure, the CONTRACTOR shall take the necessary steps to prevent its buoyancy.
Damage to any structures due to floating or flooding shall be repaired or the structures
replaced at the CONTRACTOR's expense.
' Hwd:4580S 192/01-13-00 BCOES 1/1 PROGRAM
01400-3 CURED -IN -PLACE
L
1.09 CUTTING AND PATCHING I
A. The CONTRACTOR shall perform all cutting and patching of the Work that may be required ,
to make its several parts come together properly and fit it to receive or be received by such
other work. The CONTRACTOR shall not endanger any work of others by cutting,
excavating or otherwise altering their work and shall only cut or alter work with the written ,
consent of the OWNER and of the other contractors whose work will be affected.
1.10 OBSERVATION OF THE WORK I
A. The Work shall be conducted under the general observation of the ENGINEER and shall
be subject to observation by representatives of the ENGINEER acting on behalf of the
OWNER to ensure strict compliance with the requirements of the Contract Documents.
Such observation may include mill, plant, shop or field observation, as required. The
ENGINEER shall be permitted access to all parts of the Work, including plants where
materials are manufactured or fabricated.
B. The presence of the ENGINEER or any observer, however, shall not relieve the
CONTRACTOR of the responsibility for the proper execution of the Work in accordance
,
with all requirements of the Contract Documents. Compliance is a duty of the
CONTRACTOR, and said duty shall not be avoided by any act or omission on the part of
the ENGINEER or any observer.
,
C. All materials and articles furnished by the CONTRACTOR shall be subject to rigid
inspection, and no materials or articles shall be used in the Work until they have been
inspected and accepted by the ENGINEER or its representative. No Work shall be
,
backfilled, buried, cast in concrete, hidden or otherwise covered until it has been inspected
by the ENGINEER or its authorized representative. Any Work so covered in the absence
of inspection shall be subject to uncovering. Where uninspected Work cannot be
uncovered, such as in concrete cast over reinforcing steel, all such Work shall be subject
to demolition, removal, and reconstruction under proper inspection, and no additional
will be allowed therefore.
,
payment
1.11 TIME OF OBSERVATION AND TESTS
A. Samples and test specimens required under these Specifications shall be furnished and
prepared for testing in ample time for the completion of the necessary tests and analyses
before said articles or materials are to be used. The CONTRACTOR shall furnish and
,
prepare all required test specimens within the scope of the Contract. Except as otherwise
provided in the Contract Documents, performance of the required tests will be by the
ENGINEER, and all costs therefore will be borne by the ENGINEER at no cost to the
CONTRACTOR, except that the costs of any test which shows unsatisfactory results -shall
be borne by the CONTRACTOR. Whenever the CONTRACTOR is ready to backfill, bury,
cast in concrete, hide, or otherwise cover any Work under the Contract, the ENGINEER
shall be notified not less than twenty-four hours in advance to request inspection before
beginning any such Work of covering. Failure of the CONTRACTOR to notify the
ENGINEER at least twenty-four hours in advance of any such inspections shall be
reasonable cause for the ENGINEER to order a sufficient delay in the CONTRACTOR's
schedule to allow time for such inspections and any remedial or corrective Work required,
and all costs of such delays, including its effect upon other portions of the Work, shall be
borne by the CONTRACTOR.
,
Hwd.4580S192101-13-00 BCOES 1/1 PROGRAM
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,
PART 2 -- PRQDUCTS (Not Used)
PART 3 -- EXECUTION (Not Used)
- END OF SECTION -
Hwd.4580S 192/01-13-00 BCOES 1/1 PROGRAM
01400-5 CURED -IN -PLACE
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SECTION 01510 - TEMPORARY UTILITIES
PART 1 -- GENERAL
1.01 THE REQUIREMENT
A. It shall be the CONTRACTOR's responsibility to provide equipment that is adequate for the
performance of the Work under this Contract within the time specified. All equipment shall
be kept in satisfactory operating condition, shall be capable of safely and efficiently
performing the required Work, and shall be subject to inspection and review by the
OWNER's representative at any time within the duration of the Contract. All Work
hereunder shall conform to the applicable requirements of the OSHA Standards for
Construction.
B. The CONTRACTOR shall provide for utilities and services for its own operations. The
CONTRACTOR shall furnish, install and maintain all temporary utilities during the contract
period including removal upon completion of the Work.
1.02 POWER AND LIGHTING
A. Construction i htin : All Work conducted at night or under conditions of deficient daylight
shall be suitably lighted to insure proper Work and to afford adequate facilities for
inspection and safe working conditions.
B. Electrical Connections: All temporary connections for electricity shall be subject to review
1 by the OWNER and the power company representative, and shall be removed in like
manner at the CONTRACTOR's expense prior to final acceptance of the Work.
C. Separation of Circuits: Unless otherwise permitted by the OWNER circuits separate from
lighting circuits shall be used for all power purposes.
D. Construction Wiring: All wiring for temporary electric light and power shall be properly
installed and maintained and shall be securely fastened in place. All electrical facilities shall
conform to the requirements of Subpart K of the OSHA Safety and Health Standards for
Construction.
I1.03 WATER SUPPLY
1 A. General: The CONTRACTOR shall supply, and pay for all costs for all water used for
construction, flushing and testing. The CONTRACTOR shall provide and maintain all
meters, piping, fittings, adapters, and valving required.
B. Potable Water: All drinking water on the site during construction shall be furnished by the
CONTRACTOR and shall be bottled water or water furnished in suitable dispensers.
Notices shall be posted conspicuously throughout the site warning the CONTRACTOR's
personnel that piped water may be contaminated.
C. Water Connections: The CONTRACTOR shall not make connection to, or draw water from,
any fire hydrant or pipeline without first obtaining permission of the authority having
jurisdiction over the use of said fire hydrant or pipeline and from the agency owning the
Hwd.4580S193101-13-00 BCOES 1/1 PROGRAM
01510-1 CURED -IN -PLACE
I
affected water system. For each such connection made, the CONTRACTOR shall first
attach to the fire hydrant or pipeline a valve and a meter, if required by the said authority,
of a size and type acceptable to said authority and agency.
,
D.
Removal of Water Connections: Before final acceptance of the Work on the project, all
temporary connections and piping installed by the CONTRACTOR shall be entirely
removed, and all affected improvements shall be restored to their original condition, or
better, to the satisfaction of the OWNER and to the agency owning the affected utility.
E.
Fire Protection: The construction, and all other parts of the Work shall be adequately
protected against damage by fire. Hose connections and hose, water casks, chemical
equipment, or other sufficient means shall be provided for fighting fires in the temporary
structures and other portions of the Work, and responsible persons shall be designated and
instructed in the operation of such fire apparatus so as to prevent or minimize the hazard
of fire. The CONTRACTOR's fire protection program shall conform to the requirements of
Subpart F of the OSHA Standards for Construction.
1.04
SANITATION
A.
Toilet Facilities: Fixed or portable chemical toilets shall be provided wherever needed for
the use of employees. Toilets at construction job sites shall conform to the requirements
of Part 1926 of the OSHA Standards for Construction.
B.
Such facilities shall be made available when the first employees arrive on the Work, shall
be properly secluded from public observation, and shall be constructed and maintained in
suitable numbers and at such points and in such manner as may be required.
C.
The CONTRACTOR shall maintain the sanitary facilities in a satisfactory and sanitary
condition at all time and shall enforce their use. He shall rigorously prohibit the committing
of nuisances on the site of the Work, on the lands of the OWNER, or an adjacent property.
D. The OWNER shall have the right to inspect any building or other facility erected,
maintained, or used by the CONTRACTOR, to determine whether or not the sanitary
regulations have been complied with.
E. Sanitary and Other Organic Waste . The CONTRACTOR shall establish a regular daily ,
collection of all sanitary and organic wastes. All wastes and refuse from sanitary facilities
provided by the CONTRACTOR or organic material wastes from any other source related
to the CONTRACTOR's operations shall be disposed of away from the site in a manner
satisfactory to the OWNER and in accordance with all laws and regulations pertaining
thereto.
1.05 TEMPORARY VENTILATION
A. The CONTRACTOR shall provide and maintain adequate ventilation for a safe working ,
environment. In addition, forced air ventilation shall be provided for the curing of installed
materials, humidity control and the prevention of hazardous accumulations of dust, gases ,
or vapors.
PART 2 -- PRODUCT - (Not Used) I
Hwd.4580S 193/01-13-00 BCOES 1/1 PROGRAM
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PART 3 -- EXECUTION - (Not Used)
1-1
1
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I
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- END OF SECTION -
Hwd:45BOS 193/01-13-00 BCOES UI PROGRAM
1 01510-3 CURED -IN -PLACE
SECTION 01530 - PROTECTION OF EXISTING FACILITIES
PART 1 -- GENERAL
11.01 THE REQUIREMENT
A. The CONTRACTOR shall protect all existing utilities and improvements not designated for
removal and shall restore damaged or temporarily relocated utilities and improvements to
a condition equal to or better than they were prior to such damage or temporary relocation,
all in accordance with requirements of the Contract Documents.
1 B. The CONTRACTOR shall verify the exact locations and depths of all utilities shown and the
CONTRACTOR shall make exploratory excavations of all utilities that may interfere with the
L Work. All such exploratory excavations shall be performed as soon as practicable after
award of Contract and, in any event, a sufficient time in advance of construction to avoid
possible delays to the CONTRACTOR's Work. When such exploratory excavations show
' the utility location as shown to be in error, the CONTRACTOR shall so notify the OWNER.
C. The number of exploratory excavations required shall be that number which is sufficient to
determine the alignment and grade of the utility.
1.02 RIGHTS -OF -WAY
tA. The CONTRACTOR shall not do any Work that would affect any oil, gas, sewer, or water
pipeline; any telephone, telegraph, or electric transmission line; any fence; or any other
structure, nor shall the CONTRACTOR enter upon any rights -of -way involved until notified
1 that the OWNER has secured authority therefore from the proper party. After authority has
been obtained, the CONTRACTOR shall give said party due notice of its intention to begin
Work, and shall give said party convenient access and every opportunity for removing,
shoring, supporting, or otherwise protecting such pipeline, transmission line, ditch, fence,
or structure, and for replacing same. When two or more contracts are being executed at
one time on the same or adjacent land in such manner that Work on one contract may
interfere with that on another, the OWNER shall determine the sequence and order of the
Work. When the territory of one contract is the necessary or convenient means of access
for the execution of another contract, such privilege of access or any other reasonable
privilege may be granted by the OWNER to the CONTRACTOR so desiring, to the extent,
amount, in the manner, and at the times permitted. No such decision as to the method or
time of conducting the Work or the use of territory shall be made the basis of any claim for
delay or damage.
1.03 PROTECTION OF STREET OR ROADWAY MARKERS
A. The CONTRACTOR shall not destroy, remove, or otherwise disturb any existing survey
markers or other existing street or roadway markers without proper authorization. No
pavement breaking or excavation shall be started until all survey or other permanent marker
points that will be disturbed by the construction operations have been properly referenced
for easy and accurate restoration. It shall be the CONTRACTOR's responsibility to notify
the proper representatives of the OWNER of the time and location that Work will be done.
Such notification shall be sufficiently in advance of construction so that there will be no
delay due to waiting for survey points to be satisfactorily referenced for restoration. All
Hwd.4580S194/01-13-00 BCOES 1/1 PROGRAM
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survey markers or points disturbed by the CONTRACTOR without proper authorization by
the OWNER, will be accurately restored by the Owner at the CONTRACTOR's expense
after all street or roadway resurfacing has been completed.
,
1.04 RESTORATION OF FACILITIES
A. Gen r : All paved areas including asphaltic concrete berms cut or damaged during
,
construction shall be replaced with similar materials and of equal thickness to match the
existing adjacent undisturbed areas, except where specific resurfacing requirements have
been called for in the Contract Documents or in the requirements of the agency issuing the
permit. All temporary and permanent pavement shall conform to the requirements of the
affected pavement owner. All pavements which are subject to partial removal shall be
neatly saw cut in straight lines. Within five working days of the pipe installation, temporary
restoration shall be completed. All paved areas including asphaltic concrete berms cut or
damaged during construction shall be replaced with similar materials and of equal thickness
to match the existing adjacent undisturbed areas, except where specific restoration
requirements have been called for in the Contract Documents or in the requirements of the
agency issuing the permit.
B. Temr)orary Restoration: Temporary restoration includes repair to all driveways, sidewalks
and roadways. They shall be swept clean and be maintained free of dirt and dust. All
areas disturbed by the construction activities shall be restored to proper grade, cleaned up,
including the removal of debris, trash, and deleterious materials. All construction materials,
supplies, or equipment, including piles of debris shall be removed from the area. All
temporarily restored areas shall be maintained by the CONTRACTOR. These areas shall
be kept clean and neat, free of dust and dirt, until final restoration operations are
completed. The CONTRACTOR is responsible to utilize dust abatement operations in the
temporarily restored areas as required, to the satisfaction of the ENGINEER.
C. Temoorary Resurfacing. Wherever required by the public authorities having jurisdiction,
the CONTRACTOR shall place temporary surfacing promptly after backfilling and shall
maintain such surfacing for the period of time fixed by said authorities before proceeding
with the final restoration of improvements.
D. Permanent Resurfacing: In order to obtain a satisfactory junction with adjacent surfaces,
the CONTRACTOR shall saw cut back and trim the edge so as to provide a clean, sound,
vertical joint before permanent replacement of an excavated or damaged portion of
pavement. Damaged edges of pavement along excavations and elsewhere shall be
trimmed back by saw cutting in straight lines. All pavement restoration and other facilities
restoration shall be constructed to finish grades compatible with adjacent undisturbed
pavement, unless otherwise specified.
E. Temporary Restoration of Sidewalks or Private Driveways: Wherever sidewalks or private
driveways have been removed for purposes of construction, the CONTRACTOR shall place
suitable temporary sidewalks or driveways promptly after backfilling and shall maintain them
in satisfactory condition for the period of time fixed by the authorities having jurisdiction over
the affected portions before proceeding with the final restoration or, if no such period of
times is so fixed, the CONTRACTOR shall maintain said temporary sidewalks or driveways
until the final restoration thereof has been made.
Hwd.4580S194/01-13-00 SCOES /// PROGRAM
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F. Final storation: Final restoration shall include the completion of all required pavement
replacement of roadways, driveways, curbs, gutters, sidewalks and other existing
I improvements disturbed by the construction: final grading, placement of sod, installation or
replacement of any trees or shrubs, repair of irrigation systems, pavement marking, etc.,
all complete and finished, acceptable to the ENGINEER.
1.05 EXISTING UTILITIES AND IMPROVEMENTS
1 A. General: The CONTRACTOR shall protect all underground utilities and other
improvements which may be impaired during construction operations. It shall be the
CONTRACTOR's responsibility to ascertain the actual location of all existing utilities and
other improvements that will be encountered in its construction operations, and to see that
such utilities or other improvements are adequately protected from damage due to such
operations. The CONTRACTOR shall take all possible precautions for the protection of
unforeseen utility lines to provide for uninterrupted service and to provide such special
protection as may be necessary.
B. Utilities to be Moved: In case it shall be necessary to move the property of any public utility
or franchise holder, such utility company or franchise holder will, upon request of the
CONTRACTOR, be notified by the OWNER to move such property within a specified
reasonable time. When utility lines that are to be removed are encountered within the area
of operations, the CONTRACTOR shall notify the OWNER a sufficient time in advance for
the necessary measures to be taken to prevent interruption of service.
C. Where the proper completion of the Work requires the temporary or permanent removal
and/or relocation of an existing utility or other improvement which is shown, the
CONTRACTOR shall remove and temporarily replace or relocate such utility or
improvement in a manner satisfactory to the OWNER and the OWNER of the facility. In
all cases of such temporary removal or relocation, restoration to former location shall be
accomplished by the CONTRACTOR in a manner that will restore or replace the utility or
improvement as nearly as possible to its former locations and to as good or better condition
` than found prior to removal.
D. OWNER's Rightjqf Access: The right is reserved to the OWNER and to the owners of
public utilities and franchises to enter at any time upon any public street, alley, right-of-way,
or easement for the purpose of making changes in their property made necessary by the
Work of this Contract.
1
E. Underground lJtilities Shown or Indicated: Existing utility lines that are shown or the
locations of which are made known to the CONTRACTOR prior to excavation and that are
to be retained, and all utility lines that are constructed during excavation operations shall
be protected from damage during excavation and backfilling and, if damaged, shall be
immediately repaired by the CONTRACTOR.
F. Underground Utilities Not Shown or Indicated: In the event that the CONTRACTOR
damages any existing utility lines that are not shown or the locations of which are not made
known to the CONTRACTOR prior to excavation, a written report thereof shall be made
immediately to the OWNER. If directed by the OWNER, repairs shall be made by the
CONTRACTOR under the provisions for changes and extra Work contained in the General
Conditions.
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1 01530-3
BCOES 1/7 PROGRAM
CURED -IN -PLACE
I
11 costs of locating repairing damage not due to failure of the CONTRACTOR to exercise
G. A c 9, P 9 9
reasonable care, and removing or relocating such utility facilities not shown in the Contract
Documents with reasonable accuracy, and for equipment on the project which was actually
,
working on that portion of the Work which was interrupted or idled by removal or relocation
of such utility facilities, and which was necessarily idled during such Work will be paid for
as extra Work in accordance with the provisions of the General Conditions. Compensation
shall not include CONTRACTOR's costs for the coordination of his activities with the utility
company affected. CONTRACTOR shall schedule his work in such a manner that he is not
delayed by the utilities companies relocating or supporting their facilities. No compensation
,
will be paid the CONTRACTOR for any loss of time or delay.
H. ApAroval of Regairs: All repairs to a damaged improvement are subject to inspection and
approval by an authorized representative of the improvement owner before being concealed
by backf ill or other Work.
I. Maintaining in Service: All oil and gasoline pipelines, power, and telephone or other
r
communication cable ducts, gas and water mains, irrigation lines, sewer lines, storm drain
lines, poles, and overhead power and communication wires and cables encountered along
the line of the Work shall remain continuously in service during all the operations under the
Contract, unless other arrangements satisfactory to the OWNER are made with the owner
of said pipelines, duct, main, irrigation line, sewer, storm drain, pole, or wire or cable. The
CONTRACTOR shall be responsible for and shall repair all damage due to its operations,
and the provisions of this Section shall not be abated even in the event such damage
occurs after backfilling or is not discovered until after completion of the backfilling.
1.06 TREES WITHIN STREET RIGHTS -OF -WAY AND PROJECT LIMITS
A. General: The CONTRACTOR shall exercise all necessary precautions so as not to
damage or destroy any trees or shrubs, including those lying within street rights -of -way and
project limits, and shall not trim, relocate or remove any trees unless such trees have been
approved for trimming or removal by the jurisdictional agency or OWNER. All existing trees
and shrubs which are damaged during construction shall be trimmed or replaced by the
CONTRACTOR or a certified tree company under permit from the jurisdictional agency or
OWNER and to the satisfaction of said agency and/or the OWNER. Tree trimming and
replacement shall be accomplished in accordance with the following paragraphs.
B. Trimmina: Symmetry of the tree shall be preserved; no stubs or splits or tom branches left;
clean cuts shall be made close to trunk or large branch. Spikes shall not be used for
climbing live trees. All cuts over 1-1/2 inches in diameter shall be coated with an asphaltic
emulsion material.
C. Replacement: The CONTRACTOR shall immediately notify the jurisdictional agency and/or
the OWNER if any tree is damaged by the CONTRACTOR's operations. If, in the opinion
of said agency or the OWNER, the damage is such that replacement is necessary, the
CONTRACTOR shall replace the tree at his own expense. The tree shall be of a like size
and variety as the tree damaged, or, if of a smaller size, the CONTRACTOR shall pay to
the OWNER of said tree compensatory payment acceptable to the tree owner, subject to
the approval of the jurisdictional agency or OWNER.
I
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1
1.07 NOTIFICATION BY THE CONTRACTOR
A. Prior to any excavation in the vicinity of any existing underground facilities, including all
water, sewer, storm drain, gas, petroleum products, or other pipelines; all buried electric
power, communications, or television cables; all traffic signal and street lighting facilities;
and all roadway and state highway rights -of -way the CONTRACTOR shall notify the
respective authorities representing the owners or agencies responsible for such facilities
not less than three days nor more than seven days prior to excavation, so that a
representative of said owners or agencies can be present during such Work if they so
desire. The CONTRACTOR shall also notify Sunshine State One -Call of Florida, Inc. at 1-
800-432-4770 at least two days, but no more than fourteen days prior to such excavation.
B. The CONTRACTOR shall prepare a written notice to property owners adjacent to the
project work site notifying them of the schedule of work affecting them and anticipated
inconveniences they may expect. The notice shall meet the approval of the ENGINEER
and be delivered to property owners at least 72 hours prior to construction adjacent to their
property.
PART 2 -- PRODUCTS - (Not Used
PART 3 -- EXECUTION - (Not Used)
�IMe] A6" 14&Ke iI a
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I
PART 1 -- QENERAL
1 1.01 SITE ACCESS
1
SECTION 01550 - SITE ACCESS AND STORAGE
A. The CONTRACTOR shall make its own investigation of the condition of available public and
private roads and of clearances, restrictions, bridge load limits, and other limitations
affecting transportation and ingress and egress to the site of the Work. It shall be the
CONTRACTOR's responsibility to construct and maintain any haul roads required for its
construction operations.
1.02 TEMPORARY CROSSINGS
A. General: Wherever necessary or required for the convenience of the public or individual
residents at street or highway crossings, private driveways, or elsewhere, the
CONTRACTOR shall provide suitable temporary bridges over unfilled excavations, except
in such cases as the CONTRACTOR shall secure the written consent of the individuals or
authorities concerned to omit such temporary bridges, which written consent shall be
delivered to the OWNER prior to excavation. All such bridges shall be maintained in
service until access is provided across the backfilled excavation. Temporary bridges for
street and highway crossing shall conform to the requirements of the authority having
jurisdiction in each case, and the CONTRACTOR shall adopt designs furnished by said
authority for such bridges, or shall submit designs to said authority for approval, as may be
required.
B. Street Use: Nothing herein shall be construed to entitle the CONTRACTOR to the
exclusive use of any public street, alleyway, or parking area during the performance of the
Work hereunder, and he shall so conduct his operations as not to interfere unnecessarily
with the authorized work of utility companies or other agencies in such streets, alleys, ways,
or parking areas. No street shall be closed to the public without first obtaining permission
of the OWNER and proper governmental authority. Where excavation is being performed
in primary streets or highways, one lane in each direction shall be kept open to traffic at all
times unless otherwise provided or shown. Toe boards shall be provided to retain
excavated material if required by the OWNER or the agency having jurisdiction over the
street or highway. Fire hydrants on or adjacent to the Work shall be kept accessible to
fire -fighting equipment at all times. Temporary provisions shall be made by the
CONTRACTOR to assure the use of sidewalks and the proper functioning of all gutters,
sewer inlets, and other drainage facilities.
C. Traffic Control: For the protection of traffic in p or public private streets and ways, the
P Y
CONTRACTOR shall provide, place, and maintain all necessary barricades, traffic cones,
warning signs, lights, and other safety devices in accordance with the requirements of the
"Manual of Uniform Traffic Control Devices, Part VI - Traffic Controls for Street and
Highway Construction and Maintenance Operations," published by U.S. Department of
transportation, Federal Highway Administration (ANSI D6.1).
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01550-1 CURED-IMPLACE
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D. The CONTRACTOR shall take all necessary precautions for the protection of the Work and
the safety of the public. All barricades and obstructions shall be illuminated at night, and
all lights shall be kept burning from sunset until sunrise. The CONTRACTOR shall station
such guards or flaggers and shall conform to such special safety regulations relating to
traffic control as may be required by the public authorities within their respective
jurisdictions. All signs, signals, and barricades shall conform to the requirements of
Subpart G, Part 1926, of the OSHA Safety and Health Standards for Construction.
E. The CONTRACTOR shall submit three copies of a traffic control plan to Broward County
Traffic Engineering Department for approval a minimum of two weeks prior to construction.
The Broward County Traffic Engineering Department reserves the right to observe these
traffic control plans in use and to make any changes as field conditions warrant. Any
changes shall supersede these plans and be done solely at the CONTRACTOR's expense.
The CONTRACTOR shall keep a copy of the traffic control plan on site at all times of
construction.
F. The CONTRACTOR shall remove traffic control devices when no longer needed, repair all
damage caused by installation of the devices, and shall remove post settings and backfill
the resulting holes to match grade.
G. Temporary Street Closure: If closure of any street is required during construction, a formal
application for a street closure shall be made to the authority having jurisdiction at least 30
days prior to the required street closure in order to determine necessary sign and detour
requirements.
H. Temporary Driveway Closure: The CONTRACTOR shall notify the OWNER or occupant
(if not owner -occupied) of the closure of the driveways to be closed more than one eight -
hour work day, at least three working days prior to the closure. The CONTRACTOR shall
minimize the inconvenience and minimize the time period that the driveways will be closed.
The CONTRACTOR shall fully explain to the owner/occupant how long the work will take
and when closure is to start.
I. Temp rary Bridges: Whenever necessary, the CONTRACTOR shall provide suitable
temporary bridges or steel plates over unfilled excavations, except in such cases as the
CONTRACTOR shall secure the written consent of the individuals or authorities concerned
to omit such temporary bridges or steel plates, which written consent shall be delivered to
the ENGINEER prior to excavation. All such bridges or steel plates shall be maintained in
service until access is provided across the backfilled excavation. Temporary bridges or
steel plates for street and highway crossing shall conform to the requirements of the
authority having jurisdiction in each case, and the CONTRACTOR shall adopt designs
furnished by said authority for such bridges or steel plates, or shall submit designs to said
authority for approval, as may be required.
1.03 STORAGE
I
A. The CONTRACTOR shall store his equipment and materials at the CONTRACTOR's base
of operations in accordance with the manufacturer's recommendations and as indicated by
the OWNER. No storage facility is provided by the OWNER.
B. Responsibility for protection and safekeeping of equipment and materials will be solely that
of the CONTRACTOR, and no claim shall be made against the OWNER by reason of any
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01550-2 CURED-IMPLACE
act of an employee or trespasser. Should an occasion arise necessitating access to an
area occupied by stored equipment and/or materials, the CONTRACTOR shall immediately
move them.
C. Upon completion of the Contract, the CONTRACTOR shall remove from the storage areas
all of their equipment, temporary fencing, surplus materials, rubbish, etc., and restore the
area to its original or better conditions.
PART 2 -- PRODUCTS (Not Used)
PART -- EXEC T N (Not Used)
- END OF SECTION -
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1
SECTION 01560 -TEMPORARY ENVIRONMENTAL CONTROLS
PART -- GENERAL
1.01 EXPLOSIVES AND BLASTING
A. The use of explosives on the Work will not be permitted.
1.02 DUST ABATEMENT
A. The CONTRACTOR shall furnish all labor, equipment, and means required and shall carry
out effective measures wherever and as often as necessary to prevent its operation from
producing dust in amounts damaging to property, cultivated vegetation, or domestic
' animals, or causing a nuisance to persons living in or occupying buildings in the vicinity.
The CONTRACTOR shall be responsible for any damage resulting from any dust
originating from its operations. The dust abatement measures shall be continued until the
CONTRACTOR is relieved of further responsibility by the OWNER. No separate payment
will be allowed for dust abatement measures.
1.03 RUBBISH CONTROL
A. During the progress of the Work, the CONTRACTOR shall keep the site of the Work and
other areas used in a neat and clean condition, and free from any accumulation of rubbish.
The CONTRACTOR shall dispose of all rubbish and waste materials of any nature
occurring at the Work site, and shall establish regular intervals of collection and disposal
of such materials and waste. The CONTRACTOR shall also keep its haul roads free from
dirt, rubbish, and unnecessary obstructions resulting from its operations. Disposal of all
rubbish and surplus materials shall be off the site of construction in accordance with local
codes and ordinances governing locations and methods of disposal, and in conformance
with all applicable safety laws, and to the particular requirements of Part 1926 of the OSHA
Safety and Health Standards for Construction.
1.04 SANITATION
A. Toilet Facilities: Fixed or portable chemical toilets shall be provided wherever needed for
use of employees. Toilets at construction job sites shall conform to the requirements of
Part 1926 of the OSHA Standards for Construction.
B. Such facilities shall be made available when the first employees arrive on the Work, shall
be properly secluded from public observation, and shall be constructed and maintained in
suitable numbers and at such points and in such manner as may be required.
' C. The CONTRACTOR shall maintain the sanitary facilities in a satisfactory and sanitary
condition at all times and shall enforce their use. He shall rigorously prohibit the committing
of nuisances on the site of the Work, on the lands of the OWNER, or an adjacent property.
D. The OWNER shall have the right to inspect any building or other facility erected,
maintained, or used by the CONTRACTOR, to determine whether or not the sanitary
' regulations have been complied with.
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E. Eanitaix and Other Oroanic W st : The CONTRACTOR shall establish a regular daily
Y
collection of all sanitary and organic wastes. All wastes and refuse from sanitary facilities
provided by the CONTRACTOR or organic material wastes from any other source related
to the CONTRACTOR's operations shall be disposed of away from the site in a manner
satisfactory to the OWNER and in accordance with all laws and regulations pertaining
thereto.
1.05 CHEMICALS
I
A. All chemicals used during project construction or furnished for project operation, whether
defoliant, soil sterilant, herbicide, pesticide, disinfectant, polymer, paint, fuel, solvent or
reactant of other classification, shall show approval of either the U.S. Environmental
Protection Agency or the U.S. Department of Agriculture. The handling, storage, use and
disposal of all such chemicals and disposal of residues shall be in strict accordance with
all applicable rules and regulations of Federal, State and local jurisdictional agencies and
the printed instructions of the manufacturer and all regulatory requirements. Copies of
antidote literature shall be kept at the storage site and at the CONTRACTOR's job site
office. A supply of antidotes shall be kept at the CONTRACTOR's office.
1.06 NOISE CONTROL
A. Noise resulting from the CONTRACTOR's work shall not exceed the noise levels and other
requirements stated in local ordinances. The CONTRACTOR shall be responsible for
curtailing noise resulting from his operation. He shall, upon written notification from the
OWNER or the noise control officers, make any repairs, replacements, adjustments,
additions and furnish mufflers when necessary to fulfill requirements.
1.07 EROSION ABATEMENT AND WATER POLLUTION
I
A. It is imperative that any CONTRACTOR dewatering operation should not contaminate or
disturb the environment of the properties adjacent to the work. The CONTRACTOR shall,
therefore, schedule and control his operations to confine all runoff water from disturbed
surfaces, water from dewatering operations that becomes contaminated with lime silt, muck
and other deleterious matter, fuels, oils, bitumens, calcium chloride, chemicals and other
polluting materials.
B. The CONTRACTOR shall construct temporary silting basin(s) of adequate size and provide
all necessary temporary materials, operations and controls including, but not limited to,
,
filters, coagulants, screens, and other means necessary to attain the required discharge
water quality.
C. The CONTRACTOR shall be responsible for providing, operating and maintaining materials
and equipment used for conveying the clear water to the point of discharge. All pollution
prevention procedures, materials, equipment and related items shall be operated and
maintained until such time as the dewatering operation is discontinued. Upon the removal
of the materials, equipment and related items, the CONTRACTOR shall restore the area
to the condition prior to its commencing work.
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1 1.08 PRECAUTIONS DURING ADVERSE WEATHER
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A. During adverse weather, and against the possibility thereof, the CONTRACTOR shall take
all necessary precautions so that the work may be properly done and satisfactory in all
respects. When required, protection shall be provided by use of tarpaulins, wood and
building paper shelters, or other acceptable means. The CONTRACTOR shall be
responsible for all changes caused by adverse weather.
B. The OWNER may suspend construction operations at anytime when, in his judgment, the
conditions are unsuitable or the proper precautions are not being taken, whatever the
weather conditions may be, in any season.
1.09 HURRICANE AND STORM WARNINGS
A. During such periods of time as are designated by the United States Weather Bureau as
being a hurricane alert, watch or warning, the CONTRACTOR shall perform all precautions
as necessary to safeguard the work and property, including the removal of all small
equipment and materials from the site, lashing all other equipment and materials to each
other and to rigid construction, and any other safety measures as indicated below.
B. Upon Notification of a Hurricane Alert:
1. Upon issuance of a Hurricane Alert by the County Manager, all CONTRACTORS
performing work within the right-of-way of a designated evacuation route shall
immediately secure their work, backfill all excavations within the right-of-way and
suitably prepare the roadway surface for full traffic flow. This work shall be
completed within 24 hours of the issuance of the alert. Work shall not recommence
until the "All Clear" is issued by the County Manager
2. CONTRACTORs performing at all other locations shall remove all unnecessary
debris, materials, and equipment from the job site. The CONTRACTOR shall also
keep his crew on standby on weekends and holidays during the Hurricane Alert
period.
C. Upon Notification of a Hurricane Watch:
1. CONTRACTORs shall implement their approved Plan of Action to protect the project
and the public.
D. Upon Notification of a Hurricane Warning
CONTRACTORS shall implement their approved Plan of Action to protect the project
and the public.
2. For work within the public right-of-ways, the CONTRACTOR will be notified by the
Broward County Office of Environmental Services to suspend his construction
operations. The CONTRACTOR will backfill all open trenches, remove all
construction equipment and materials from the right-of-way and secure operations
pending further notice.
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1.10 PERIODIC CLEANUP AND BASIC SITE RESTORATION
A. During construction, the CONTRACTOR shall regularly remove from the site all
accumulated debris and surplus materials of any kind which results from its operations.
Unused equipment and tools shall be stored at the CONTRACTOR's yard or base of
operations for the project.
B. The CONTRACTOR shall perform the cleanup work on a regular basis and as frequently
as ordered by the OWNER. Basic site restoration in a particular area shall be
accomplished immediately following the installation or completion of the required facilities
in that area. Furthermore, such work shall also be accomplished, when ordered by the
OWNER, if partially completed facilities must remain incomplete for some time period due
to unforeseen circumstances.
C. Upon failure of the CONTRACTOR to perform periodic clean-up and basic restoration of
the site to the OWNER's satisfaction, the OWNER may, upon 5 days prior written notice
to the CONTRACTOR, employ such labor and equipment as it deems necessary for the
purpose, and all costs resulting therefrom shall be charged to the CONTRACTOR and
deducted from amounts of money that it may be due.
PART 2 -- PRODUCTS (Not Used) I
PART 3 -- EXECUTION (Not Used) j
- END OF SECTION - I
1
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01560-4 CURED -IN -PLACE
SECTION 01570 - TRAFFIC REGULATIONS AND MAINTENANCE OF TRAFFIC
PART 1 -- GENERAL
1.01 TRAFFIC CONTROL
A. CONTRACTOR shall obey all traffic laws and comply with all the requirements, rules and
regulations of the Florida State Department of Transportation, Broward County, and other
local authorities having jurisdiction, to maintain adequate warning signs, lights, barriers,
etc., for the protection of traffic on public roadways.
B. The CONTRACTOR shall maintain traffic and protect the public from all damage to persons
and property within the Contract Limits, in accordance with the Contract Documents and
' all applicable state, county and local regulations. He shall conduct his operations so as to
maintain and protect access, for vehicular and pedestrian traffic, to and from all properties
and business establishments adjoining or adjacent to those streets affected by his
operations, and to subject the public to a minimum of delay and inconvenience. Suitable
signs, barricades, railing, etc., shall be erected and the work outlined by adequate lighting
at night. Danger lights shall be provided as required. Watchmen and flagmen shall be
provided as may be necessary for the protection of traffic.
1 C. Maintenancq of Traffic Plans M.O.T.: After Notification of Award the CONTRACTOR
shall immediately prepare and submit Maintenance of Traffic (M.O.T.) Plans to the Broward
County Traffic Engineering Department for approval. The, traffic maintenance plan must
meet the Department's requirements. Said M.O.T. Plans shall be in written form with
sketches or drawings as necessary and shall comply with the Department and State of
Florida Department of Transportation standards for M.O.T. in construction areas. The
Plans shall be submitted as soon as possible and not later than two weeks prior to any
construction work. A copy of approval shall be provided to the ENGINEER.
ID. The CONTRACTOR shall maintain one copy of the approval M.O.T. plan in construction
site for inspection. The Broward County Traffic Engineering Department reserves the right
to observe the M.O.T. plan in use and to make any changes as field conditions warrant.
Any changes shall supersede the plan and be done at the CONTRACTOR's expense.
E. The CONTRACTOR and his personnel are cautioned against parking vehicles in the
business zones for any extended period of time. If necessary, the CONTRACTOR shall
obtain offsite parking areas for his personnel.
F. All dirt spilled from the CONTRACTOR's trucks on existing pavements shall be removed
by the CONTRACTOR whenever in the opinion of the ENGINEER the accumulation is
1
sufficient to cause the formation of mud, dust, interference with traffic or create a traffic
hazard.
G. The CONTRACTOR shall comply with all traffic regulations and perform maintenance of
'
traffic as part of his pipe replacement operation. No separate payment item shall be made.
PART 2 -- PRODUCTS - (Not Used)
Hwd'4580S 198111-03-99 9COES 1/1 PROGRAM
01570-1 CURED -IN -PLACE
PARI 3 -- EX TION - (Not Used)
2421LaZe1A-4=I001►Z
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SECTION 01600 - MATERIALS
1
PART 1 -- GENERAL
1.01
THE REQUIREMENT
A.
The word "Products", as used herein, is defined to include purchased items for
incorporation into the Work, regardless of whether specifically purchased for project or
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taken from CONTRACTOR's stock of previously purchased products. The word
"Materials," is defined as products which must be substantially cut, shaped, worked, mixed,
finished, refined, or otherwise fabricated, processed, installed, or applied to form units of
Work. Definitions in this paragraph are not intended to negate the meaning of other terms
used in Contract Documents, including "specialties", "systems% "structure", "finishes",
"accessories", "furnishings", "special construction", and similar terms, which are
self-explanatory and have recognized meanings in the construction industry.
1.02
QUALITY ASSURANCE
A.
All materials and equipment shall conform to Section 01400, "Quality Control".
'
1.03
PRODUCT DELIVERY -STORAGE -HANDLING
A.
The CONTRACTOR shall deliver, handle, and store products in accordance with supplier's
written recommendations and by methods and means which will prevent damage,
deterioration, and loss including theft. Delivery schedules shall be controlled to minimize
long-term storage of products at site and overcrowding of construction spaces. In
particular, the CONTRACTOR shall provide delivery/installation coordination to ensure
minimum holding or storage times for products recognized to be flammable, hazardous,
easily damaged, or sensitive to deterioration, theft, and other sources of loss.
SB.
Products shall be transported by methods to avoid product damage and shall be delivered
in undamaged condition in supplier's unopened containers or packaging, dry.
C.
The CONTRACTOR shall provide equipment and personnel to handle products and
_
materials by methods to prevent soiling and damage.
D.
The CONTRACTOR shall provide additional protection during handling to prevent marring
and otherwise damaging products, packaging, and surrounding surfaces.
1.04
STORAGE AND PROTECTION
A.
General: Products shall be stored in accordance with supplier's written instructions, with
seals and labels intact and legible. Sensitive products shall be stored in weather -tight
enclosures and temperature and humidity ranges shall be maintained within tolerances
required by supplier's written instructions.
B.
For exterior storage of fabricated products, they shall be placed on sloped supports above
-
ground. Products subject to deterioration shall be covered with impervious sheet covering;
ventilation shall be provided to avoid condensation.
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C. Loose granular materials shall be stored on solid surfaces in a well -drained area and shall
be prevented from mixing with foreign matter.
D. Storage shall be arranged to provide access for maintenance of stored items and for ,
inspection. The CONTRACTOR shall periodically inspect to assure products are
undamaged and are maintained under required conditions. The CONTRACTOR shall
maintain a log of inspections and shall make said log available to the OWNER on request.
E. The CONTRACTOR shall verity that storage facilities comply with supplier's product �•
storage requirements and verify that supplier -required environmental conditions are
maintained continually.
F. The CONTRACTOR shall verify that surfaces of products exposed to the elements are not
adversely affected and that any weathering of finishes is acceptable under requirements
of Contract Documents.
G. Weather Conditions: Work that may be affected by inclement weather shall be suspended
until proper conditions prevail. In the event of impending storms, the CONTRACTOR shall
take necessary precautions to protect all work, materials and equipment from exposure.
H. Fire Protection: The CONTRACTOR shall take all necessary precautions to prevent fires
at or adjacent to the Work, including its own buildings and trailers. Adequate fire
extinguisher and hose line stations shall be provided throughout the work area.
1.05 FASTENERS I
A. All necessary bolts, anchor bolts, nuts, washers, plates and bolt sleeves shall be furnished
by the CONTRACTOR in accordance herewith. Bolts shall have suitable washers and,
where so required, their nuts shall be hexagonal.
B. All anchor bolts and other types of anchors embedded, drilled, inserted or driven in
concrete, including nuts, washers, plates, and bolt sleeves, shall be Type 316 stainless
steel unless otherwise specifically specified as another material.
C. Unless otherwise specified, stud, tap, and machine bolts shall be of the best quality refined
bar iron. Hexagonal nuts of the same quality of metal as the bolts shall be used.
1.06 SALVAGED AND EXCAVATED MATERIALS I
A. In the absence of special provisions in other Sections of the Specifications, salvage
materials, equipment or supplies that occur are the property of the OWNER and shall be
cleaned and stored as directed by the OWNER.
B. All excavated materials needed for backfilling operation shall be stored on site. Where
additional area is needed for stockpiling, it shall be obtained by the CONTRACTOR.
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ART 2 -- PROD T (Not Used)
PART 3 -- EXECUTION (Not Used)
- END OF SECTION -
Hwd:458OS199/01-13-00
01600-3
BCOES I/I PROGRAM
CURED -IN -PLACE
1
PROJECT 01700 - O R JECT CLOSEOUT
PART 1 -- GENERAL
1.01 FINAL CLEANUP
A. The CONTRACTOR shall promptly remove from the vicinity of the completed Work, all
rubbish, unused materials, concrete forms, construction equipment, temporary structures
and facilities, construction signs, tools, scaffolding, materials, supplies and equipment
which may have been used in the performance of the work. The CONTRACTOR shall
broom clean paved surfaces and rake clean other surfaces of grounds. Final acceptance
of the Work by the OWNER will be withheld until the CONTRACTOR has satisfactorily
complied with the foregoing requirements for final cleanup of the project site.
B. The CONTRACTOR shall thoroughly clean all materials, equipment and structures; all
marred surfaces shall be touched up to match adjacent surfaces.
C. The CONTRACTOR shall remove spatter, grease, stains, fingerprints, dirt, dust, labels,
tags, packing materials and other foreign items or substances from interior and exterior
surfaces, equipment, signs and lettering.
D. The CONTRACTOR shall remove paint, clean and restore all equipment and material
nameplates, labels and other identification markings.
E. The CONTRACTOR shall maintain cleaning until project, or portion thereof, is accepted by
the OWNER.
F. The CONTRACTOR shall:
1. Use only cleaning materials recommended by manufacturer of surface to be cleaned.
2. Use each type of cleaning material on only those surfaces recommended by the
cleaning material manufacturer.
3. Use only materials which will not create hazards to health or property.
1.02 CLOSEOUT TIMETABLE
A. The CONTRACTOR shall establish dates for testing, acceptance periods, and on -site
instructional periods (as required under the Contract). Such dates shall be established not
less than one week prior to beginning any of the foregoing items, to allow the OWNER, the
ENGINEER, and their authorized representatives sufficient time to schedule attendance at
such activities.
1
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1 01700-1 CURED -IN -PLACE
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1.03 FINAL SUBMITTALS
A. Before the final acceptance of the project, the CONTRACTOR shall submit to the
ENGINEER (or to the OWNER if indicated) certain records, certifications, etc., which are
specified elsewhere in the Contract Documents. Missing, incomplete or unacceptable
items, as determined by the OWNER, shall constitute grounds for withholding final payment
to the CONTRACTOR. A partial list of such items appears below, but is shall be the
CONTRACTOR's responsibility to submit any other items which are required in the Contract
Documents:
1. Written Test results of project components.
2. Written guarantees, where required.
3. Certificates of inspection and acceptance by local governing agencies having
jurisdiction.
4. Video tapes and logs of all lines televised.
5. Pre -construction photos (5" x 7").
6. Releases from all parties who are entitled to claims against the subject project,
property, or improvement pursuant to the provisions of law.
1.04 PUNCH LISTS I
A. Final cleaning shall be scheduled upon completion of the project.
B. The OWNER will make his final inspection whenever the CONTRACTOR has notified the �.
OWNER that the work is ready for the inspection. Any work not found acceptable and
requiring cleaning, repair and/or replacement will be noted on the "Punch" fist. Work that
has been inspected and accepted by the OWNER shall be maintained by the
CONTRACTOR, until final acceptance of the entire project.
C. Whenever the CONTRACTOR has completed the items on the punch list, he shall again
notify the OWNER that it is ready for final inspection. This procedure will continue until the
entire project is accepted by the OWNER. The "Final Payment" will not be processed until
the entire project has been accepted by the OWNER and all of the requirements in previous
Article 1.03 "Final Submittals" have been satisfied.
1.07 TOUCH-UP AND REPAIR I
A. The CONTRACTOR shall touch-up and repair damage to all existing facilities and surfaces.
If in the opinion of the OWNER the touch-up work is not satisfactory, the CONTRACTOR
shall repeat the item.
1.08 MAINTENANCE AND GUARANTEE
A. The CONTRACTOR shall comply with all maintenance and guarantee requirements of the
Contract Documents.
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B. Replacement of earth fill or backfill, where it has settled below the required finish
elevations, shall be considered as a part of such required repair work, and any repair or
resurfacing constructed by the CONTRACTOR which becomes necessary by reason of
such settlement shall likewise be considered as a part of such required repair work unless
the CONTRACTOR shall have obtained a statement in writing from the affected private
OWNER or public agency releasing the OWNER from further responsibility in connection
with such repair or resurfacing.
PART 2-- PRODUCTS (Not Used)
PART 3 -- EXECUTION. (Not Used)
LEI'
- END OF SECTION -
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SECTION 02750 - WASTEWATER FLOW CONTROL
PART 1 -- ENERAL
1.01 SCOPE OF WORK
A. The work specified in this Section includes all labor, materials, accessories, equipment and
tools for performing all operations required to bypass pump sewage around a manhole or
sewer section in which work is to be performed. The CONTRACTOR shall be prepared to
bypass pump sewage as a part of his operations.
B. The CONTRACTOR shall provide all pumps, piping, and other 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 to the satisfaction of the
ENGINEER.
' 1.02 GENERAL
A. When sewer line flows at the upstream manhole of the manhole section being repaired are
' above the maximum allowable requirements for television survey, or do not allow the proper
sewer or manhole repair, the flows shall be reduced to the levels indicated by one of the
following methods: manual operation of pumping stations by County forces, by the
CONTRACTOR plugging/blocking of the flows, or by the CONTRACTOR
pumping/bypassing of the flows as acceptable to the ENGINEER.
B. In some applications, the wastewater flow may be plugged and contained within the
capacity of the collection system. This shall only be done when it has been determined the
system can accommodate the surcharging without any adverse impact.
' C. For the initial television survey, before and after a lining is installed, the sewer line shall be
blocked completely. No flow, except infiltration/inflow, will be allowed through the
respective sewer line being televised on the prerepair television survey, and the post repair
television survey.
- D. For all other television surveys, including warranty surveys and joint testing and sealing, the
depth of flow within the sewer shall not exceed that shown below for the respective pipe
sizes as measured in the manhole.
1. Maximum Depth of Flow ......................... Television Survey
6" - 10" Pipe .................................. 20% of pipe diameter
12" - 24" Pipe ................................. 25% of pipe diameter
' Above 24" Pipe ................................ 30% of pipe diameter
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02750-1 CURED -IN -PLACE
Testing/Sealing
,
2. Maximum Depth of Flow ......... Joint g/ Sealin g
6" - 12" Pipe .................................. 25% of pipe diameter
15" - 24" Pipe ................................. 30% of pipe diameter
Above 24" Pipe ................................ 35% of pipe diameter '
E. When sewer line flows at the upstream manhole of the line being repaired, in the opinion
of the ENGINEER, are too excessive to plug while the rehabilitation is being performed; the
CONTRACTOR shall submit a written plan and pump/bypass the flow as acceptable to the
FN(;INFFR
1.03 SUBMITTALS
A. The CONTRACTOR shall submit complete, detailed plans for this aspect of the work to the I
ENGINEER for review.
PART 2 -- PRODUCTS (Not Used) I
PART 3 -- EXECUTION
3.01 PLUGGING AND BLOCKING 1
A. A sewer line plug shall be inserted into the line at a manhole upstream from the section
being surveyed or repaired. The plug shall be so designed that all or any portion of the
operation flows can be released. During the survey portion of the operation, flows shall be '
shut off or reduced to within the maximum flow limits specified. During repairs, the flows
shall be shut off or pumped / bypassed, as acceptable to the ENGINEER. After the work
tasks have been completed, flows shall be restored to normal. ,
3.02 PUMPING AND BYPASSING
I`1
When pumping/bypassing is required, as determined by the ENGINEER, the
CONTRACTOR will supply the necessary pumps, conduits and other equipment to divert
the flow of sewage around the manhole section in which work is to be performed. The
bypass system shall be of sufficient capacity to handle existing flows plus additional flow
that may occur during periods of rain storms. The CONTRACTOR will be responsible for
furnishing the necessary labor and supervision to set up and operate the pumping and'
bypassing system. A "setup" consists of the necessary pumps, conduits and other ,
equipment to divert the flow of sewage around a manhole section, from the start to finish
of work performed in the manhole section. '
Pumps and equipment shall be continuously monitored by a maintenance person capable
of starting, stopping, refueling and maintaining these pumps during the rehabilitation. If
pumping is required on a 24-hour basis, engines shall be equipped in a manner to keep ,
noise to a minimum.
3.03 FLOW CONTROL PRECAUTIONS
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A. Surcharging Sewers: Where the raw sewage flow is blocked or plugged, sufficient
precautions must be taken to protect the public health. No septic conditions shall be
' allowed due to CONTRACTOR's operations. The sewer lines shall also be protected from
damage. The following occurrences shall not be allowed:
1. No sewage shall be allowed to back up into any homes or buildings.
2. No sewage shall overflow any manholes, cleanouts or any other access to the
' sewers.
3. Users upstream of the repair area shall be able to use all their water and sewer
utilities without interruption.
' B. If any of the above occur or are expected to occur, the CONTRACTOR shall bypass pump
to alleviate one or all of the conditions. Additionally, the CONTRACTOR is required to
' observe the conditions upstream of the plug and be prepared to immediately start bypass
pumping, if needed. It is CONTRACTOR's responsibility to pay for all damage claims.
C. Purr ps: Any sump pumps, bypass pumps, trash pumps or any other type pump which
pulls sewage/water or any type of material out of the manhole or sewer shall discharge
this material into another manhole, or appropriate vehicle or container acceptable to
' the ENGINEER. Under no circumstances shall this material be discharged, stored or
deposited on the ground, swale, road or open environment.
D. Traffic Control: The CONTRACTOR shall take appropriate steps to ensure that all
' pumps, piping and hoses that carry raw sewage are protected from traffic. Traffic
control shall be performed in accordance with Section 01570 - Traffic Regulation and
Maintenance of Traffic.
E. Sewage Shills: In the event, during any form of "Sewage Flow Control", that raw
sewage is spilled, discharged, leaked or otherwise deposited in the open environment,
due to the CONTRACTOR's work, the CONTRACTOR is responsible for any clean up
of solids and disinfection of the area affected. This work will be performed at the
CONTRACTOR's expense with no additional cost to the OWNER. The
CONTRACTOR is also responsible for notifying the sewer system maintenance
personnel and complying with any and all regulatory requirements in regards to the
size spill with no additional cost to the OWNER.
- END OF -
SECTION
:1^PI1*118jfFRE0111
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02750-3
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1
SECTION 02751 -PREPARATORY CLEANIN
G AND ROOT REMOVAL
PART 1 -- GENE A
1.01 SCOPE
A. This Section covers the preparatory cleaning of sewer lines and manholes as needed prior
' to the internal survey of the sewer lines by closed-circuit television. It also covers the
preparatory cleaning and root removal of sewer lines and the cleaning of manholes prior
to rehabilitation. The CONTRACTOR shall furnish all necessary material, labor, equipment
and services required for cleaning the specific sewer lines.
1.02 GENERAL
A. Sewer Line Cle nin : The intent of sewer line cleaning is to remove foreign materials from
the lines and restore the sewer to a minimum of 95% of the original carrying capacity or as
required for proper seating of internal pipe joint sealing packers. Since the success of other
phases of work depends a great deal on the cleanliness of the lines, the importance of this
phase of the operation is emphasized. It is recognized that there are some conditions such
as broken pipe and major blockages that prevent cleaning from being accomplished or
where additional damage would result if cleaning were attempted or continued. Should
such conditions be encountered, the CONTRACTOR will not be required to clean those
specific sewer sections. If, in the course of normal cleaning operations, damage does
' result from preexisting and unforeseen conditions such as broken pipe, the CONTRACTOR
will not be held responsible.
B. Manhole ,Cleaning: All concrete and masonry surfaces must be cleaned prior to repair.
Grease, laitance, loose bricks, mortar, unsound concrete, and other materials must be
completely removed. Water blasting (minimum 1200 psi) utilizing proper nozzles shall be
the primary method of cleaning; however, other methods such as wet or dry sandblasting,
acid wash, concrete cleaners, degreasers or mechanical means may be required to
properly clean the surface. Surfaces on which these other methods are used shall be
thoroughly rinsed, scrubbed, and neutralized to remove cleaning agents and their reactant
products.
1.03 HYDRAULIC CLEANING EQUIPMENT
A. Hydraulically Propelled Equipment: The equipment used shall be of a movable dam type
and be constructed in such a way that a portion of the dam may be collapsed at any time
during the cleaning operation to protect against flooding of the sewer. The movable dam
shall be equal in diameter to the pipe being cleaned and shall provide a flexible scraper
around the outer periphery to insure removal of grease. If sewer cleaning balls or other
' equipment which cannot be collapsed is used, special precautions to prevent flooding of
the sewers and public or private property shall be taken.
' B. Hi h-Veloci Jet H drocleanin E ui ment: All high -velocity sewer cleaning equipment
shall be constructed for ease and safety of operation. The equipment shall have a selection
of two or more high -velocity nozzles. The nozzles shall be capable of producing a scouring
action from 15 to 45 degrees in all size lines designated to be cleaned. Equipment shall
also include a high -velocity gun for washing and scouring manhole walls and floor. The gun
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shall be capable of producing flows from a fine spray to a solid stream. The equipment '
shall carry its own water tank, auxiliary engines, pumps, and hydraulically driven hose reel.
C. Mechanically Powered E ui ment: Bucket machines shall be in pairs with sufficient power
to perform the work in an efficient manner. Machines shall be belt operated or have an
overload device. Machines with direct drive that could cause damage to the pipe will not '
be allowed. A power rodding machine shall be either a sectional or continuous rod type
capable of holding a minimum of 750 feet of rod. The rod shall be specifically heat -treated
steel. To insure safe operation, the machine shall be fully enclosed and have an automatic '
safety clutch or relief valve.
PART 2 -- PRODUCTS (Not Used) I
PART 3 -- EXECUTION
3.01 GENERAL
A. The designated sewer manhole sections shall be cleaned using hydraulically propelled,
high -velocity jet, or mechanically powered equipment. The equipment shall be capable of
removing dirt, grease, rocks, sand, and other materials and obstructions from the sewer ,
lines and manholes. If cleaning of an entire sewer section cannot be successfully
performed from one manhole, the equipment shall be set up on the other manhole and
cleaning again attempted. If, again, successful cleaning cannot be performed or the ,
equipment fails to traverse the entire manhole section, it will be assumed that a major
blockage exists and the cleaning effort shall be abandoned.
3.02 CLEANING PRECAUTIONS t
A. 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.
B. Satisfactory precautions shall be taken in the use of cleaning equipment. When
hydraulically propelled cleaning tools (which depend upon water pressure to provide their
cleaning force) or tools which retard the flow in the sewer line are used, precautions shall
be taken to insure that the water pressure created does not damage or cause flooding of
public or private property being served by the sewer. When possible, the flow of sewage
in the sewer shall be utilized to provide the necessary pressure for hydraulic cleaning
devices. When additional water from fire hydrants is necessary to avoid delay in normal
work procedures, the water shall be conserved and not used unnecessarily. No fire hydrant
shall be obstructed in case of a fire in the area served by the hydrant.
3.03 MATERIAL REMOVAL
A. All sludge, dirt, sand, rocks, grease, roots, and other solid or semisolid material resulting ,
from the cleaning operation shall be removed at the downstream manhole of the section
being cleaned. Passing material from manhole section to manhole section, which could
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02751-2 CURED -IN -PLACE ,
of sand in wet wells, or damage pumping equipment,
cause line stoppages, accumulations9 p P 9 q
shall not be permitted.
B. 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.
' C. The CONTRACTOR is advised that he shall not dispose of this material by legal or illegal
dumping on private or public property, by sale to others, or any means other than those
given above. 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 $200.00 per load, or
any portion thereof, which sum will be deducted by the OWNER from any monies due the
' CONTRACTOR.
D. The CONTRACTOR shall keep his haul route and work area(s) neat and clean and
reasonably free of odor, and shall bear all responsibility for the cleanup of any spill which
occurs during the transport of cleaning/surface preparation by-products and the cleanup
of any such material which is authorized by or pursuant to this Contract and in accord with
' applicable law and regulations. The CONTRACTOR shall immediately cleanup any such
spill, or waste. If the CONTRACTOR fails to cleanup such spill, or waste immediately, the
County shall have the right to cleanup or arrange for its cleanup and may charge to the
CONTRACTOR all costs, including administrative costs and overhead, incurred by the
County in connection with such cleanup. The County may also charge to the
CONTRACTOR any costs incurred or penalties imposed on the County as a result of any
spill, dump or discard. Under no circumstances is this material is to be discharged into the
1 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.
E. The general requirements for vehicles hauling such waste materials are as follows:
Transport vehicles must be of type(s) approved 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
1 material on roadways. Vehicles must be loaded within legal weight limits and operated
safely within all traffic and speed regulations.
F. The routes used by the CONTRACTOR for the conveyance of this material on a regular
basis shall be subject to approval by the governing authority having jurisdiction over such
routes.
3.04 DISPOSAL OF MATERIALS
A. All solids or semisolids resulting from the cleaning operations shall be removed from the
site and disposed of by the CONTRACTOR in a legal and sanitary manner as approved by
appropriate authorities, at the CONTRACTOR's cost. Copies of records of all disposal shall
be furnished to the OWNER, indicating disposal site, date, amount and a brief description
of material disposed. All materials shall be removed from the site no less often than at the
end of each workday. Under no circumstances will the CONTRACTOR be allowed to
accumulate debris, etc., on the site of work beyond the stated time, except in totally
enclosed containers and as acceptable to the ENGINEER.
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3.05 ROOT REMOVAL 1
A. Roots shall be removed in the designated sections and manholes where root intrusion is
indicated on the work order. Special attention should be exercised during the cleaning
,
operation to assure almost complete removal of roots from the joints. Any roots which
could prevent the traveling of the packer or could prevent the proper application of chemical
sealants, or could prevent the proper seating and application of cured -in -place, fold -and -
formed or sectional cured -in -place liners, shall be removed. 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.
,
Chemical root treatment shall be used before the root removal operation, in accordance
with Section 02762 - Chemical Root Treatment, and grouting will take place after root
removal in accordance with Section 02763 - Chemical Grouting, to remove infiltration.
'
CONTRACTOR shall capture and remove all roots from the line.
3.06 CHEMICAL ROOT TREATMENT
A. To aid in the removal of roots, manhole sections that have root intrusion shall be treated
with an acceptable herbicide. The application of the herbicide to the roots shall be done
in accordance with the manufacturer's recommendations and specifications in such a
manner to preclude damage to surrounding vegetation. Any damaged vegetation so
designated by the ENGINEER shall be replaced by the CONTRACTOR at no additional
'
cost to the OWNER. All safety precautions as recommended by the manufacturer shall be
adhered to concerning handling and application of the herbicide. See Section 02762 -
Chemical Root Treatment for additional details.
3.07 ACCEPTANCE OF CLEANING OPERATION
A. Acceptance of sewer line cleaning shall be made upon the successful completion of the
television survey and shall be to the satisfaction of the ENGINEER. If television survey
shows the cleaning to be unsatisfactory, the CONTRACTOR shall be required to reclean
and reinspect the sewer line until the cleaning is shown to be satisfactory. In areas where
,
television survey is not performed, the ENGINEER may require the CONTRACTOR to pull
a double squeegee (with each squeegee the same diameter as the sewer) through each
manhole section as evidence of adequate cleaning. If internal sealing is to follow the
television survey, particular attention should be given to the adequacy of the cleaning to
insure that proper seating of the sealing packer can be achieved.
B. In
,
addition, on all those lines which have sags or dips, to an extent that the television
camera lens becomes submerged for three (3) or more feet during the television inspection,
the CONTRACTOR shall pull double squeegee and/or sponges through the line in order
to remove the water from those dips or sags. Water removal through squeegees and/or
sponges shall be performed until the television camera lens will not longer be submerged.
This requirement may be waived by the ENGINEER if the water in which the camera lens
is submerged, is clear enough to allow the identification of pipe defects, cracks, holes and
location of service taps.
,
- EN D OF SECTION -
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I
SECTION 02752 - TELEVISION SURVEY
PART 1 -- G NERAL
1.01 SCOPE
A. The work consists of furnishing all labor, materials, accessories, equipment, tools,
transportation, services and technical competence for performing all operations required
to execute the internal closed circuit television survey to inspect entire barrel of sewers up
to 48 inches in diameter.
B. The survey shall show all defects and determine amount of infiltration entering sewer
system.
' 1.02 GENERAL
' A. After cleaning as specified in Section 02751- Preparatory Cleaning, and before and after
rehabilitation operation/replacement work, the manhole sections shall be visually surveyed
by means of closed-circuit television in the presence of the ENGINEER. The survey shall
be performed one manhole section at a time and the flow in the section being surveyed
shall be suitable controlled as described in Section 02750 - Wastewater Flow Control.
B. Pre- and post -construction survey video tapes shall be delivered to the ENGINEER on a
I
"one line per tape" basis, accompanied with the corresponding work order, and pre- and
post -TV log, for each sewer line surveyed.
1.03 EQUIPMENT
A. The television camera used for the survey shall be one specifically designed and
constructed for such survey and shall be of the pan and tilt type. Lighting for the camera
shall be suitable to allow a clear picture of the entire periphery of the pipe. The camera
shall be operative in 100% humidity conditions. The camera, television monitor, and other
components of the video system shall be capable of producing a minimum 700 line
resolution color video picture. The CONTRACTOR shall maintain camera in clear focus at
all times. Picture quality and definition shall be to the satisfaction of the ENGINEER; and
if unsatisfactory, equipment shall be removed and replaced with adequate equipment.
B. The video camera shall include a titler feature capable of showing on the tape the following
information:
1. City and State
2. Date
3. CONTRACTOR's Name
' 4. Line Size
5. Manhole Identification (both manholes)
' Hwd.4580S201101-13-00 BCOES 1/1 PROGRAM
02752-1 CURED -IN -PLACE
6. On -going Footage Counter
1.04 SUBMITTALS ,
A. The CONTRACTOR shall submit shop drawings and other information in accordance with
Section 01300 - Submittals. The CONTRACTOR's submittals shall include video tape and
a sample of the video titles to be used, along with a sample of the television survey log to
be used.
PART 2 -- PRODUCTS
2.01 VIDEO TAPE
1
A. Extra High Grade T-120 VHS video tape shall be supplied for all television surveys.
B. All taping shall be performed at SP (Standard Play, 2 hrs/Tape). All video tapes shall be
submitted to the ENGINEER and will become the property of the OWNER.
2.02 VIDEO LOGS
A. Video reports or logs are to be neat and completely filled out and submitted to the ,
ENGINEER along with the video tape.
PART 3 -- EXECUTION ,
3.01 PRECONSTRUCTION SURVEY
A. Procedure
Prior to any repair work, the entire sewer line (from manhole to manhole) shall be
televised. The camera shall be placed at the center of the manhole and videotaping
shall commence pLigr to entering the pipe. The CONTRACTOR shall show the
inside of the manhole walls and the pipe connection to the wall at both the upstream
and downstream manhole.
2. The camera shall be moved through the line in either direction at a moderate rate,
,
stopping when necessary to permit proper documentation of the sewer's condition.
In no case shall the television camera be pulled at a speed greater than 30 feet per
minute. Manual winches, power winches, TV cable, and powered rewinds or other
,
devices that do not obstruct the camera view or interfere with proper documentation
of the sewer conditions shall be used to move the camera through the sewer line.
If the camera is being pulled through the sewer line by a hydraulic cleaning unit
hose the cleaning nozzle shall be located a minimum of eight (8) feet away from the
camera to allow a clear, unobstructed view. Jet nozzle shall be used in front of
camera while televising through a dip to draft out water. If, during the survey
,
operation, the television camera will not pass through the entire manhole section,
the CONTRACTOR shall set up his equipment so that the survey can be performed
from the opposite manhole.
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1
1
3. Whenever nonremote powered and controlled winches are used to pull the
television camera through the line, telephones or other suitable means of
' communication shall be set up between the two manholes of the section being
surveyed to insure good communications between members of the crew.
' 4. Measurement for location of defects shall be above ground by means of a meter
device. Marking on the cable, or the like, which would require interpolation for depth
of manhole, will not be allowed. Measurement meters shall be accurate to tenths
of a foot over the length of the section being surveyed. Accuracy of the distance
meter shall be checked by use of a walking meter, roll -a -tape, or other suitable
device. Manhole numbers and linear footage shall be shown on screen during
1 taping.
5. Movement of the television camera shall be temporarily halted for a minimum of ten
seconds at each visible point source of infiltration and/or inflow until the leakage
rate from that source is quantified. The camera shall be stopped at all service
connections and the service lateral shall be inspected with the pan and tilt camera
' The camera shall also be stopped at active service connections where flow is
discharging. If the discharge persists, the property involved shall be checked to
determine whether or not the discharge is sewage. If no flows are being discharged
from the building, it shall be considered that the observed flow is infiltration/inflow.
If the estimated flow from the service connection is greater than the total
wastewater discharge from the fixture in the building, then the infiltration/inflow can
be determined by calculating the difference of two flows.
B. Field Documentation
1. Television Survey Logs: Printed location records shall be kept by the
CONTRACTOR and will clearly show the location in relation to an adjacent manhole
of each infiltration point observed during survey. Upstream footage (0) and
1 downstream footage (i.e., 250) shall be shown on the log. In addition, other points
of significance such as locations of building sewers, unusual conditions, roots,
storm sewer connections, broken pipe, presence of scale and corrosion, and other
1 discernible features will be recorded and a copy of such records will be supplied to
the ENGINEER. The CONTRACTOR shall measure the depth of the upstream and
downstream manholes. Measurements shall be from the invert of the pipe televised
1 to the top of the manhole rim and shall be recorded on the survey log.
2. Photographs: Instant developing, 35 mm, or other standard -size photographs of the
television picture of problems shall be taken by the CONTRACTOR upon request
1 of the ENGINEER.
3. Videotape Recordings: The purpose of tape recording shall be to supply a visual
and audio record of problem areas of the lines that may be replayed. Videotape
recording playback shall be at the same speed that it was recorded. Slow motion
or stop motion playback features shall be supplied by the CONTRACTOR. Once
videotaped, the tapes become property of the OWNER. The CONTRACTOR shall
have all videotapes and necessary playback equipment readily accessible for review
by the OWNER during the Project.
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4. Audio: All tapes shall have audio record. As a preamble, at the beginning of the ,
tape, the CONTRACTOR shall state the following: "(Contractor's Name) is
performing a pre/post TV survey for Job No.8548 Broward County". State date,
time, operator's name, area, upstream manhole number to downstream manhole
number, pipe size and material, upstream manhole depth, and TV survey will be
from up- to downstream, or down- to upstream. The CONTRACTOR shall verbally ,
state station and position of all laterals and defects. At the end of each line, state:
"End of line", upstream manhole number to downstream manhole number, and total
linear footage. ,
3.02 POST CONSTRUCTION SURVEY
A. Procedure ,
1. The same procedures shall be used as indicated in Section 3.01 ,
PRECONSTRUCTION SURVEY.
2. In addition, the CONTRACTOR shall stop camera at all point repairs and sectional
repairs and inspect entire repaired pipe section. ,
3. The CONTRACTOR shall invert white foreground to black as needed in the line
section with light background. 1
B. Documentation
1. The same documentation' shall be provided as indicated in Section 3.01
PRECONSTRUCTION SURVEY.
- END OF SECTION -
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SECTION 02760 - SERVICE LATERAL TELEVISION SURVEY
PART-1- -- GENERAL
1.01 SCOPE
A. The work consists of furnishing all labor, materials, accessories, equipment, tools,
' transportation, services and technical competence for performing all operations required
to execute the internal closed circuit television survey to inspect service laterals.
B. The survey shall show all defects and determine amount of infiltration entering the service
laterals.
1 1.02 GENERAL
A. After cleaning as specified in Section 02751- Preparatory Cleaning, and before and after
' repair/replacement work, the lateral shall be visually surveyed by means of closed-circuit
television in the presence of the ENGINEER. The survey shall be performed one lateral
at a time.
r1.03 EQUIPMENT
A. The television camera used for the lateral survey shall be one specifically designed and
1 constructed for such survey. Lighting for the camera shall be suitable to allow a clear
picture of the entire periphery of the pipe. The camera shall be operative in 100% humidity
conditions. The camera, television monitor, and other components of the video system
' shall be capable of producing a minimum 700 line resolution color video picture. The
CONTRACTOR shall maintain camera in clear focus at all times. Picture quality and
definition shall be to the satisfaction of the ENGINEER; and if unsatisfactory, equipment
shall be removed and replaced with adequate equipment.
B. The camera system shall be able to inspect 3, 4, and 6-inch lateral connections up to 70
feet from the sewer mainline. The launcher shall be mounted on a tread tractor that moves
through main sewers and positions the inspection camera launcher opposite the lateral line
' connection.
1
F,
C. The camera system shall have mini black and white or color, fixed position, "positioning"
camera to observe and place the mini color, push, "inspection" camera at the lateral. The
inspection camera shall be attached to an 80-foot long push cable with a fiberglass rod core
for cable rigidity. The camera head shall point forward while traveling through the sewer
mainline.
D. The camera used from a cleanout shall be able to be launched from the cleanout and travel
down to the sewer mainline, up to 100 feet.
E. The video camera shall include a titler feature capable of showing on the tape the following
information:
1. City and State
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2. Date/Time
1
3. CONTRACTOR's Name ,
4. Pipe Size (Diameter)
5. Upstream Manhole Number & Distance to Lateral
6. On -going Footage Counter
1.04 SUBMITTALS
A. The CONTRACTOR shall submit shop drawings and other information in accordance with ,
Section 01300 - Submittals. The CONTRACTOR's submittals shall include video tape and
a sample of the video titles to be used, along with a sample of the television survey log to ,
be used.
PART 2 - PRODUCTS ,
2.01 VIDEO TAPE
A. Extra High Grade T-120 VHS videotape shall be supplied for all television surveys.
B. All taping shall be performed at SP (Standard Play, 2 hrs/Tape). All video tapes shall be
submitted to the ENGINEER and will become the property of the OWNER.
2.02 VIDEO LOGS ,
A. Video reports or logs are to be neat and completely filled out and submitted to the
ENGINEER along with the video tape. I
PART 3_r-EX€CUTION
3.01 PRECONSTRUCTION SURVEY ,
A. Procedure I
1. Prior to any repair work, the entire service lateral (from mainline to property line /
cleanout, whichever is farther from the mainline) shall be televised.
2.
3.
Measurement for location of defects shall be above ground by means of a meter
device. Measurement meters shall be accurate to tenths of a foot over the length
of the section being surveyed. Accuracy of the distance meter shall be checked by
use of a walking meter, roll -a -tape, or other suitable device. Linear footage shall be
shown on screen during taping. 1
Movement of the television camera shall be temporarily halted for a minimum of ten
seconds at each visible point of flow until the source and flow rate from that point I
are determined.
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4. The inspection shall be performed from either the main sewer or the cleanout with
1 proper equipment specified. If the CONTRACTOR chooses to perform the
inspection from the cleanout and the cleanout is either inaccessible or does not
exist, he shall install a cleanout to facilitate the inspection. All costs of material,
equipment, labor, and other costs due to unspecified field conditions shall be borne
by the CONTRACTOR. Payment for cleanout installation shall be made by the
OWNER as indicated in Section 1025, PAYMENT ITEMS.
B. Field Documentation
1. Television Survey Logs: Location of the lateral by indicating the upstream manhole
number, distance from the upstream manhole, lateral connection to the main line
(left, center or right), ,end address of the customer serviced by the lateral, shall be
noted on the television survey log. Printed location records shall be kept by the
CONTRACTOR and will clearly show the location, in relation to the cleanout or the
mainline of each infiltration point observed during survey. Footage shall be shown
on the log. In addition, other points of significance such as unusual conditions,
' roots, broken pipe, presence of scale and corrosion, and other discernible features
will be recorded and a copy of such records will be supplied to the ENGINEER. The
CONTRACTOR shall measure the depth of the upstream and downstream
manholes. Measurements shall be from the invert of the pipe to the top of the
manhole rim and shall be recorded on the survey log.
2. Photo -graphs: Instant developing, 35 mm, or other standard -size photographs of the
television picture of problems shall be taken by the CONTRACTOR upon request
of the ENGINEER.
3. Videotape Recordings: The purpose of tape recording shall be to supply a visual
and audio record of problem areas of the lines that may be replayed. Videotape
recording playback shall be at the same speed that it was recorded. Slow motion
or stop motion playback features shall be supplied by the CONTRACTOR. Once
videotaped, the tapes become property of the OWNER. The CONTRACTOR shall
have all videotapes and necessary playback equipment readily accessible for review
by the OWNER during the Project.
' 4. Audi : All tapes shall have audio record. As a preamble, at the beginning of the
' tape, the CONTRACTOR shall state the following: "(Contractor's Name) is
performing a pre/post TV survey for Job No. 4580 Broward County". State date,
time, operator's name, area, pipe size and material, upstream manhole number and
depth. The CONTRACTOR shall verbally state the position of the lateral with
respect to the upstream manhole and describe defects. At the end of each line,
state: "End of line" and total linear footage.
1 3.02 POST CONSTRUCTION SURVEY
A. Procedure
1 1. The same procedures shall be used as indicated in Section 3.01
PRECONSTRUCTION SURVEY.
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2. In addition, the CONTRACTOR shall stop camera at all point repairs and inspect
entire repaired pipe section.
3. The CONTRACTOR shall invert white foreground to black as needed in the line
section with light background.
B. Documentation
1. The same documentation shall be provided as indicated in Section 3.01
PRECONSTRUCTION SURVEY.
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SECTION 02765 - - N-PLACE PIPE LINING
CURED -IN -PLACE
1
PA
1 -- GENERA
'
1.01
SCOPE
A.
It is the intent of this specification to provide for the reconstruction of pipelines and conduits
by the installation of a resin -impregnated flexible tube which is formed to the original conduit
by use of a hydrostatic head. The resin is cured using hot water under hydrostatic pressure
within the tube. The Cured -In -Place Pipe (CIPP) will be continuous and tight fitting.
B.
The work specified in this Section includes all labor, materials, accessories, equipment and
tools necessary to install and test cured -in -place pipe lining in main lines and in service
laterals.
1.02
GENERAL
A.
The finished pipe in place shall be fabricated from materials which when cured will be
chemically resistant to withstand internal exposure to domestic sewage.
B.
This specification references ASTM F1216 (Rehabilitation of pipelines by the inversion and
curing of a resin -impregnated tube), ASTM F1743 (Rehabilitation of pipelines by
pulled -in -place installation of a cured -in -place thermosetting resin pipe), and ASTM D790
(Test methods for flexural properties of unreinforced plastics) which are made apart hereof
by such reference and shall be the latest edition and revision thereof. In case of conflicting
requirements between this specification and these referenced documents, this specification
will govern.
1.03
SUBMITTALS
'
A.
The CONTRACTOR shall submit shop drawings and other information to the ENGINEER
for review in accordance with Section 01300, "Submittals'. Included shall be materials to
design calculations for the work.
1.04
PRODUCT AND INSTALLER ACCEPTABILITY
' A. Since sewer products are intended to have a 50 year design life, and in order to minimize
the OWNER'S risk, only proven products with substantial successful long term track
records will be approved. All trenchless rehabilitation products and installers must be
1pre -approved prior to the formal opening of proposals.
B. Products seeking approval must meet all of the following criteria to be deemed
commercially acceptable:
C. For a product to be considered commercially proven, a minimum of 1,000,000 linear feet
or 4,000 manhole -to -manhole line sections of successful wastewater collection system
installations in the U.S. must be documented to the satisfaction of the OWNER to assure
commercial viability. In addition, at least 50,000 linear feet of the product shall have been
in successful service within the State of Florida for a minimum of five years.
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D. For an Installer to be considered as commercially proven, the installer must satisfy all ,
insurance, financial, and bonding requirements of the OWNER, and must have had at least
5 (five) years active experience in the commercial installation of the product. In addition,
the installer must have successfully installed at least 50,000 feet of the product in
wastewater collection systems. Acceptable documentation of these minimum installations
must be submitted to the ENGINEER. ,
E. Sewer rehabilitation products submitted for approval must provide third party test results
supporting the long term performance and structural strength of the product and such data ,
shall be satisfactory to the ENGINEER. Test samples shall be prepared so as to simulate
installation methods and trauma of the product. No product will be approved without
independent third party testing verification.
F. Both the rehabilitation manufacturing and installation processes shall operate under a
quality management system which is third -party certified to ISO 9000 or other internationally ,
recognized organization standards. Proof of certification shall be required for approval.
G. Documentation for products and installers must be satisfactory to the ENGINEER.
P6BT 2 -- PRODUCTS
2.01 MATERIALS FOR MAIN LINES ,
A. The sewn tube shall consist of one or more layers of absorbent non -woven felt fabric and
meet the requirements of ASTM F1216 or ASTM F1743, Section 5. The tube shall be
constructed to withstand installation pressures, have sufficient strength to bridge missing
pipe, and stretch to fit irregular pipe sections.
B. The wetout tube shall have a uniform thickness that when compressed at installation
pressures will meet or exceed the Design thickness.
C. The tube shall be sewn to a size that when installed will tightly fit the internal circumference
and length of the original pipe. Allowance should be made for circumferential stretching
during inversion. Overlapped layers of felt in longitudinal seams that cause lumps in the ,
final product shall not be utilized.
D. The outside layer of the tube (before wetout) shall be coated with an impermeable, flexible '
membrane that will contain the resin and facilitate monitoring of resin saturation during the
resin impregnation (wetout) procedure.
E. The tube shall be homogeneous across the entire wall thickness containing no intermediate
or encapsulated elastomeric layers. No material shall be included in the tube that may
cause delamination in the cured CIPP. No dry or unsaturated layers shall be evident.
F. The wall color of the interior pipe surface of CIPP after installation shall be a light reflective
color so that a clear detailed examination with closed circuit television inspection equipment
may be made.
G. Seams in the tube shall be stronger than the unseamed felt.
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H. The outside of the tube shall be marked for distance at regular intervals along its entire
' length, not to exceed 5 ft. Such markings shall include the Manufacturers name or
identifying symbol. The tubes must be manufactured in the USA.
I. The resin system shall be a corrosion resistant polyester, vinyl ester, or epoxy and catalyst
I system that when properly cured within the tube composite meets the requirements of
ASTM F1216 and ASTM F1743, the physical properties herein, and those which are to be
utilized in the Design of the CIPP for this project. The resin shall produce CIPP which will
comply with the structural and chemical resistance requirements of this specification.
2.02 STRUCTURAL REQUIREMENTS
A. The CIPP shall be designed as per ASTM F1216, Appendix X1. The CIPP design shall
assume no bonding to the original pipe wall.
B. The CONTRACTOR must have performed long-term testing for flexural creep of the CIPP
pipe material installed by his company. Such testing results are to be used to determine the
Long-term, time dependent flexural modulus to be utilized in the product design. This is a
performance test of the materials (tube and resin) and general workmanship of the
installation and curing. A percentage of the instantaneous flexural modulus value (as
measured by ASTM D-790 testing) will be used in design calculations for external buckling.
The percentage, or the long-term creep retention value utilized, will be verified by this
testing. Values in excess of 50% will not be applied unless substantiated by qualified third
party test data. The materials utilized for the contracted project shall be of a quality equal
to or better than the materials used in the long-term test with respect to the initial flexural
modulus used in design.
C. The Enhancement Factor 'K' to be used in 'Partially Deteriorated' Design conditions shall
be assigned a value of 7. Application of Enhancement (K) Factors in excess of 7 shall be
substantiated through independent test data.
rD. The layers of the cured CIPP shall be uniformly bonded. It shall not be possible to separate
any two layers with a probe or point of a knife blade so that the layers separate cleanly or
the probe or knife blade moves freely between the layers. If separation of the layers occur
during testing of field samples, new samples will be cut from the work. Any reoccurrence
may cause rejection of the work.
E. The cured pipe material (CIPP) shall conform to the structural properties, as listed below.
MINIMUM PHYSICAL PROPERTIES
Cured Composite Cured Composite
ProoeM Test Method per ASTM F1216 (400k Resin)
Modulus of Elasticity ASTM D-790 (short term) 250,000 psi 400,000 psi
' Flexural Stress ASTM D-790 4,500 psi 4,500 psi
n
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The required structural CIPP w II thickness shall be based as a minimum on the physical
F. a eq a P Y
properties described above and in accordance with the design equations in the appendix
of ASTM F 1216, and the following design parameters:
,
Design Safety Factor = 2.0
Retention Factor for Long -Term Flexural Modulus to be used in
Design = 1 % - 60%
(as determined by Lang -Term tests described in paragraph 5.2)
Ovality' = 2%
Enhancement Factor, k = See Section 5.3
Groundwater Depth (above invert)" = ft.
Soil Depth (above crown)" = ft.
Soil Modulus" = Psi
Soil Density" = 120 pcf
Live Load** = H2O Highway
Design Condition (partially or fully deteriorated)***
,
" Denotes information which can be provided here or in inspection video tapes or project construction
plans. Multiple line segments may require a table of values.
,
Denotes information required only for fully deteriorated design conditions.
Based on review of video logs, conditions of pipeline can be fully or partially deteriorated. (See ASTM
F1216 Appendix) The Owner will be sole judge as to pipe conditions and pararneters utilized in Design.
,
G. Refer to the dimensional ratio table below for specific pipe section requirements, based on
the pipe condition, depth, ovality, etc. as computed for the conditions shown, using ASTM
F 1216 Design Equations.
CIPP Required Dimensional Ratios (DRs)
Pipe Condition = Partially Deteriorated
Ground Water Loading = Depth of Cover
Maximum
Required DR
Existing Pipe
Depth of Pipe
(dtt)
Ovality Percentage
(Soil Cover)
Ei = 250,000 psi Ei W 400,000 psi
2%
4' — 10'
DR55
DR62
11' — 15'
DR48
DR55
16' — 20'
DR44
DR50
21' — 24'
DR42
DR48
5%
4' —10'
DR53
DR58
11' —15'
DR46
DR52
16' — 20'
DR41
DR48
21' — 24'
DR39
DR45
10%
4' --10'
DR45
DR53
11' — 15'
DR39
DR46
16' — 20'
DR35
DR42
21' — 24'
DR33
DR38
These values are representative of pipe diameters between 8' and 48. Tile Calculations are general in nature and apply
a soil modulus of 700 psi and flexural modulus reduction of 60% to account for the long term effects of creep.
This table is provided as a guideline only. Specific calculations should be performed in accordance with ASTM F1216,
Appendix X.1 prior to initiating a project.
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H. Any layers of the tube that are not saturated with resin prior to insertion into the existing
pipe shall not be included in the structural CIPP wall thickness computation.
I. The lining manufacturer shall submit to the ENGINEER for review complete design
calculations for the liner, signed and sealed by a Professional ENGINEER registered in the
State of Florida and certified by the manufacturer as to the compliance of his materials to
the values used in the calculations. The liner shall be designed to withstand a live load
equivalent to two H-20 passing trucks plus all pertinent dead loads, hydrostatic pressure
and grout pressure (if any). For design purposes, the water table shall be considered at
grade elevation. The liner shall be designed in accordance with ASTM F 1216 and resist
buckling in accordance with Appendix A (AWWA C 950). The buckling analysis shall
account for the combination of dead load, live load, hydrostatic pressure and grout pressure
(if any). The liner side support shall be considered as if provided by soil pressure against
the liner. The existing pipe shall not be considered as providing any structural support.
Modulus of soil reaction shall not be taken higher than 1000, corresponding to a moderate
degree of compaction of bedding (85 to 95 percent Proctor) and a fine-grained soil as
shown on Table A4 of AWWA C 950.
J. Because of SDR denomination in the plastic pipe industry varies and of the nature of the
calculations and constants utilized, the minimum liner thicknesses shall be 5 percent
1 greater than the amount specified.
K. As part of the design calculation submittal, the liner manufacturer shall submit a tabulation
of time versus 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 in a timely fashion prior to the preconstruction conference
so that the ENGINEER may set procedures for dealing with such an instance caused by
1 construction delays. The minimum liner thickness are for materials with characteristics as
shown.
L. Liner shall be neither accepted nor installed until design calculations are acceptable to the
ENGINEER. Liner shall be as manufactured by Insituform Technologies, Inc., 702 Spirit
40 Avenue, Chesterfield, MO 63005, Phone No. 800-325-1159, or equal.
2.03 TESTING REQUIREMENTS
A. Chemical Resistance -The CIPP shall meet the chemical resistance requirements of ASTM
F1216, Appendix X2. CIPP samples for testing shall be of tube and resin system similar to
that proposed for actual construction. It is required that CIPP samples with and without
plastic coating meet these chemical testing requirements.
B. Hydraulic Capacity - Overall, the hydraulic profile shall be maintained as large as possible.
The CIPP shall have a minimum of the full flow capacity of the original pipe before
rehabilitation. Calculated capacities may be derived using a commonly accepted roughness
coefficient for the existing pipe material taking into consideration its age and condition.
C. CIPP Field Samples - When requested by the OWNER, the CONTRACTOR shall submit
test results from field installations in the USA of the same resin system and tube materials
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as for the actual installation. These test results must verify that the CIPP physical
proposed
properties specified in Section 2.02 E have been achieved in previous field applications.
D. CIPP samples shall be prepared and physical properties tested in accordance with ASTM
F1216 or ASTM F1743, Section 8, using either method proposed. The flexural properties
must meet or exceed the values listed in Table 1 of the applicable ASTM.
E. Wall thickness of samples shall be determined as described in paragraph 8.1.6 of ASTM
F1743. The minimum wall thickness at any point shall not be less than 87%% of the design
thickness as calculated in Section 2.02, numeral F, of this document.
F. Visual inspection of the CIPP shall be in accordance with ASTM F1743, Section 8.6.
2.04 MATERIALS FOR SERVICE LATERALS
A. Intent: It is the intent of this portion of this specification to provide for the reconstruction of I
lateral sanitary sewer pipelines with the installation of resin impregnated, flexible felt tubes.
They shall be installed into the existing service using a pull rope or a push rod. Curing shall
be accomplished with hot water or other methods approved by the ENGINEER, the curing
method shall be suitable for the selected resin, such that the resin produces a hard,
impermeable pipe wall. The cured -in -place pipe (CIPP) should extent throughout the
service lateral in a jointless, continuous, tight -fitting, watertight pipe -within -a -pipe.
B. Structural Requirements: The structural performance of the finished pipe must be
adequate to accommodate all anticipated loads throughout its design life. No CIPP
reconstruction technology will be allowed that requires bonding to the existing pipe for any
part of its structural strength. Since the pipe strength is related to the uniformity and
density of the pipe wall, only resin vacuum impregnation will be allowed. Resin
impregnation without vacuum entraps air and creates voids which weaken the pipe wall.
If reinforcing materials (fiberglass, etc.) are used, the reinforcing material must be fully
encapsulated within the resin to assure that the reinforcement is not exposed, either to the
inside of the pipe or at the interface of the CIPP and the existing pipe.
C. Structural Design Methods: Design methods are to be derived from traditionally accepted
pipe formulae for various loading parameters and modes of failure. All equations will be
modified to include ovality as a design parameter. The design method shall be submitted
to the ENGINEER for review. Design calculations shall be signed and sealed by a
Professional ENGINEER registered in the State of Florida.
D. Continuous Structure: The lateral CIPP must bridge breaks and missing sections of the
existing pipe, substantially reducing or eliminating infiltration or exfiltration. The new
jointless pipe -within -a -pipe must fit tightly against the old pipe wall and consolidate all
disconnected sections into a single continuous conduit.
E. Useful Life: The lateral CIPP must have a minimum design life of fifty (50) years. The r
minimum design life may be documented by submitting life estimates by national and/or
international authorities or specifying agencies. Otherwise, long-term testing and long-term ,
in-service results (minimum ten (10) years) may be used, with the results extrapolated to
fifty (50) years.
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.F. Materials: All constituent materials will be suitable for service in the environment intended.
The final product will not deteriorate, corrode or lose structural strength that will reduce the
projected product life.
G. Physical Strength:
following strengths
ENGINEER:
Test Parameter
The design for the lateral CIPP wall thickness will be based on the
as shown herein, unless otherwise submitted and approved by the
Magnitude Test Standard
Flexural Stress 4,500 PSI Modified ASTM D790
Flexural Modulus of Elasticity 250,000-500,000 PSI Modified ASTM D790
' E. Service lateral liner shall be neither accepted nor installed until design calculations are
acceptable to the ENGINEER. Liner shall be as manufactured by Insituform of North
America, Inc., or equal.
1 PART 3 -- EXECUTION
3.01 CLEANING/SURFACE PREPARATION
A. It shall be the responsibility of the CONTRACTOR to clean the pipeline with a high-pressure
water jet and to remove all internal debris out of the pipeline in accordance with Section
02751, "Cleaning and Root Removal".
3.02 SEWER REPAIRS
A. Any protruding pieces of concrete, dropped joints or broken pipe shall be subjected to point
1 repairs in accordance with Section 02757, "Point Repairs of Sanitary Sewers", so that the
pipe is left in a clean smooth condition in all respects ready for lining. Sealing shall be
performed at this time in accordance with Section 02763, "Chemical Grouting".
B. If conditions such as broken pipe and major blockages are found that will prevent proper
cleaning, or where additional damage would result if cleaning is attempted or continued, the
CONTRACTOR, with the concurrence of the ENGINEER, shall perform the necessary point
repair(s), and then complete the cleaning.
3.02 FLOW CONTROL
A. Flow control shall be exercised as required to ensure that no flowing sewage comes into
contact with sections of the sewer under repair. See Section 02750, "Wastewater Flow
Control" for additional information.
3.03 LINER INSTALLATION FOR MAIN LINES
A. The prepared pipe shall be reviewed and be acceptable to the ENGINEER for cleanliness
and smoothness before the CONTRACTOR begins to line the pipe.
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,
B. The CONTRACTOR shall present to the ENGINEER, for review, a 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 present plans for
'
dealing with a liner stopped by snagging within the pipe. This information shall be rendered
to the ENGINEER in a timely fashion prior to the preconstruction conference.
C. The CONTRACTOR shall have on hand at all times, for use by his personnel and the
ENGINEER, a digital thermometer or other means of accurately and quickly checking the
temperature of exposed portions of the liner.
,
D. 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 ENGINEER'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 ENGINEER's
,
discretion.
E. The CONTRACTOR shall designate a location where the tube will be vacuum impregnated
prior to installation. The CONTRACTOR shall allow the OWNER to inspect the materials
and the "wet -out" procedure.
F. A scaffold or elevated platform shall be erected at the upstream or downstream access
point. The tube shall be inverted using an "inversion elbow" at the bottom of the manhole
or an "inversion ring" above ground. The tube shall be inverted (turned inside -out) with ,
water pressure.
G. After the inversion is complete, the CONTRACTOR shall supply a suitable heat source and
water recirculation equipment. The equipment shall be capable of uniformly raising the
water temperature to a level required to effectively cure the resin.
H. The heat source shall be fitted with suitable monitors to gauge the temperature of the '
incoming and outgoing water supply. Another such gage shall be placed between the tube
and the host pipe in the downstream manhole at or near the bottom to determine the
temperatures during cure. Water temperature in the pipe during the cure period shall be
as recommended by the resin manufacturer.
Initial cure shall be deemed complete when the exposed portions of the tube appear to be
hard and sound and the temperature sensor indicates that the temperature is of a
magnitude to realize an exotherm. The cure period shall be of a duration recommended
by the resin manufacturer and may require continuous recirculation of the water to maintain
the temperature.
J. CIPP installation shall be in accordance with ASTM F1216, Section 7, or ASTM F1743,
Section 6, with the following modifications:
K. Resin Impregnation - The quantity of resin used for tube impregnation shall be sufficient to ,
fill the volume of air voids in the tube with additional allowances for polymerization
shrinkage and the loss of resin through cracks and irregularities in the original pipe wall. A
vacuum impregnation process shall be used. To insure thorough resin saturation
throughout the length of the felt tube, the point of vacuum shall be no further than 25 feet
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from the point of initial resin introduction. After vacuum in the tube is established, a vacuum
point shall be no further than 75 feet from the leading edge of the resin. The leading edge
of the resin slug shall be as near to perpendicular as possible. A roller system shall be used
to uniformly distribute the resin throughout the tube. If the Installer uses an alternate
method of resin impregnation, the method must produce the same results. Any alternate
resin impregnation method must be proven.
L. Tube Insertion — The wetout tube shall be positioned in the pipeline using either inversion
or a pull -in method. If pulled into place, a power winch should be utilized and care should
be exercised not to damage the tube as a result of pull -in friction. The tube should be
pulled -in or inverted through an existing manhole or approved access point and fully extend
to the next designated manhole or termination point.
M. Temperature gauges shall be placed inside the tube at the invert level of each end to
' monitor the temperatures during the cure cycle.
N. Curing shall be accomplished by utilizing hot water under hydrostatic pressure in
1 accordance with the manufacturer's recommended cure schedule.
O. Cooldown: The CONTRACTOR shall cool the hardened pipe to a temperature below 100
F before relieving the hydrostatic head. Cooldown may be accomplished by the introduction
of cool water into the inversion standpipe to replace water being pumped out of the
manhole.
i P. Finish: The new pipe shall be cut off in the manhole at a suitable location. The finished
product shall be continuous over the length of pipe reconstructed and be free from dry
spots, delamination and lifts. 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 exists shall be smooth, free of irregularities, and watertight. No visible leaks shall be
present and the CONTRACTOR shall be responsible for grouting to remove leaks or fill
voids between the host pipe and the liner. During the warranty period, any defects which
will affect the integrity or strength of the product shall be repaired at the CONTRACTOR's
expense, in a manner mutually agreed upon by the ENGINEER and the CONTRACTOR.
t0. After the pipe has been cured in place, the CONTRACTOR shall reconnect the existing
service connections. This shall be done from the interior of the pipeline without excavation
1 using a robotic cutter. Where holes are cut through the liner, they shall be neat and smooth
in order to prevent blockage at the service connections. Cut -in service connections shall
be opened to a minimum of 95 percent of the flow capacity of the building sewer. All
coupons shall be recovered at the downstream manhole and removed. The
CONTRACTOR shall stop all visible leaks, including at service connections as required.
Active leaks at reinstated service lateral connections (between the liner and the existing
pipe) shall be grouted. The reinstatement of the service connections shall be a separate
pay item. The CONTRACTOR should not reactivate any line sections until accepted by the
ENGINEER.
3.04 REINSTATEMENT OF BRANCH CONNECTIONS
A. It is the intent of these specifications that branch connections to buildings be reopened
without excavation, utilizing a remote controlled cutting device, monitored by a video TV
camera. The Contractor shall certify he has a minimum of 2 complete working cutters plus
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r key components on the site before each inversion. Unless otherwise directed b the
spare y p y
owner or his authorized representative, all laterals will be reinstated. No additional payment
will be made for excavations for the purpose of reopening connections and the Contractor
will be responsible for all costs and liability associated with such excavation and restoration
work.
3.05 LINER INSTALLATION FOR SERVICE LATERALS
A. Site Disruption: The lateral CIPP usually requires an access point to be established at the
reconstruction termination point remote from the mainline pipe. The authorization for the
access point and required location and excavation shall be obtained and performed by the
owner of the system. The owner may install a clean -out, if required. The clean -out will be ,
constructed of a polyvinyl chloride fitting or its equivalent with a riser pipe of equal diameter
to the service pipe. The riser will be extended to the existing grade elevation and capped.
B. Internal Mainline Connection: The lateral CIPP shall be installed to effect a bond with the ,
mainline invert -and -cure pipe to substantially reduce or eliminate the infiltration into the
mainline pipe. The mainline pipe opening shall be prepared to accept the lateral CIPP. the
lateral CIPP will protrude into the mainline pipe and form a seal with the inside surface of
the mainline invert -and -cure pipe surface. The bonding area of the lateral CIPP and the
mainline invert -and -cure pipe shall be maximized to obtain the best possible bond. The
protrusion shall not inhibit the closed circuit television post video inspection of the mainline
or service lateral pipes.
C. Flow Requirements: The lateral CIPP will provide at least 100 percent of the flow capacity
of the host pipe before reconstruction. In lieu of actual measurements, calculated
capacities may be derived using commonly accepted equations and values of the manning
flow coefficients (designated "n" coefficients). The original pipe material and condition at
the time of reconstruction will determine the Manning coefficient used in the host pipe. A
Manning coefficient of 0.009 for a jointless, relatively smooth -wall cured -in -place pipe will
be used for the lateral CIPP flow calculation.
D. Inspection: The materials and processes must be reasonably available for pre -installation,
installation and post -installation inspections. Areas which require inspection include, but
not limited to, the following:
1. Product materials should exhibit sufficient transparency to visually verify the quality
of resin impregnation.
2. Temperature sensing devices, such as thermocouples, shall be located between the
existing pipe and the lateral CIPP to ensure the quality of the cure of the wall
laminate.
E. Time of Construction: Construction schedules will be submitted and approved by the
ENGINEER. At no time will any service lateral remain inoperative for more than an eight
(8)-hour period. Any service that will be out of service for more than eight (8) hours will be
temporarily by-passed into a mainline sanitary sewer. This will be done at the
CONTRACTOR's expense.
LI
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3.06 ACCEPTANCE
The finished liner shall be continuous over the entire length of the installation. The liner shall be
free from visual defects, damage, deflection, holes, delamination, uncured resin, and the like.
There shall be no visible infiltration through the liner or from behind the liner at manholes and
service connections. Cut -ins and attachments at service connections shall be neat and smooth.
3.07 CLEANUP
After the liner installation has been completed and accepted, the CONTRACTOR shall cleanup the
entire project area and return the ground cover to the original or better condition. All excess
material and debris not incorporated into the permanent installation shall be disposed of by the
CONTRACTOR.
3.08 TELEVISION SURVEY
Television survey, including Preconstruction Survey, Post Construction Survey, and Warranty
Survey, as indicated in Section 02752 "Television Survey", is required for all cured -in -place lining,
including main lines and service laterals.
3.09 PUBLIC NOTIFICATION
A. The Contractor shall make every effort to maintain service usage throughout the duration
of the project. In the event that a service will be out of service, the maximum amount of time
of no service shall be 8 hours for any property served by the sewer. A public notification
program shall be implemented, and shall as a minimum, require the Contractor to be
responsible for contacting each home or business connected to the sanitary sewer and
informing them of the work to be conducted, and when the sewer will be off-line. The
Contractor shall also provide the following:
1. Written notice to be delivered to each home or business the day prior to the
beginning of work being conducted on the section, and a local telephone number
of the Contractor they can call to discuss the project or any problems which could
arise.
2. Personal contact with any home or business which cannot be reconnected within
the time stated in the written notice.
3.10 WARRANTY
The liner shall be certified by the manufacturer for specified material properties for a particular job.
The manufacturer warrants the liner to be free from defects in raw materials for one year from the
date of acceptance. During the warranty period, any defects which affect the integrity or strength
of the pipe shall be repaired at the CONTRACTOR's expense in a manner mutually agreed by the
OWNER and the CONTRACTOR.
- END OF SECTION -
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1
1.1
1
SECTION 02770 - CURED -IN -PLACE PIPE
RECONSTRUCTION OF PRESSURIZED PIPING
PAIRT 1 -- GENERA
1.01 SCOPE
A. It is the intent of this specification to provide for the reconstruction of the designated
pressure pipe by the installation of a resin -impregnated flexible tube which is formed to the
original conduit by use of a hydrostatic head. The resin is cured using hot water under
hydrostatic pressure within the tube. The Cured -In -Place Pipe (CIPP) will be continuous and
tight fitting. Due to the unstable condition of the host pipe the new CIPP shall be designed
as a fully structural pipe, not relying on the remaining strength of the host pipe to withstand
long-term external loading and internal pressure.
B. The work specified in this Section includes all labor, materials, accessories, equipment and
tools necessary to install and test cured -in -place pipe in pressurized piping.
1.02 GENERAL
A.
The finished pipe in place shall be fabricated from materials which when cured will be
chemically resistant to withstand internal exposure to domestic sewage.
B.
This specification references ASTM F1216 (Rehabilitation of pipelines by the inversion and
curing of a resin -impregnated tube), ASTM F1743 (Rehabilitation of pipelines by
pulled -in -place installation of a cured -in -place thermosetting resin pipe), and ASTM D790
j
(Test methods for flexural properties of unreinforced plastics) which are made a part hereof
by such reference and shall be the latest edition and revision thereof. In case of conflicting
requirements between this specification and these referenced documents, this specification
will govern.
1.03
SUBMITTALS
A.
The CONTRACTOR shall submit shop drawings and other information to the ENGINEER
for review in accordance with Section 01300, "Submittals". Included shall be materials to
design calculations for the work.
B.
The following submittals to the OWNER are required prior to any work to be done by the
CONTRACTOR. These submittals shall be reviewed by the ENGINEER.
C.
Design - Detailed design calculations for both the internal and external loading parameters
specified in Section 2.02 shall be submitted for review and approval. The design submittal
'
shall follow the requirements specified in Section 2.02. The design submittal shall also
clearly identify the physical properties used for design. These physical properties shall be
the basis for acceptance of previous field samples (see numeral E of this Section) and
acceptance of the final product (see Section 2.03).
D.
References - Installation references of projects that are similar in size and scope to this
project shall be submitted. The submittal shall include, at a minimum, the client contact
name, phone number, and the diameter and footage of pipe rehabilitated.
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E. Chemical Resistance The CONTRACTOR shall submit test results which t
the CIPP system proposed meets the chemical resistance requirements of Section 2.03.
F. CIPP Field Samples - The CONTRACTOR shall submit physical property test results from
previous installations of the product proposed for this project. These test results shall verify
that the CIPP physical properties used in the design submittal (see numeral B, as well as
minimum values specified in Section 2.02) have been achieved in previous applications.
G. Reinstatements - The CONTRACTOR shall submit details of how existing tees, air relief 11
valves, blow -off valves, threaded taps, etc., will be reinstated. Reinstatements shall provide JIM
a sufficient seal to prevent water tracking between the CIPP and the host pipe.
H. Access Points - The number and location of access points required for installation of the ,
CIPP shall be provided.
EAA T 2 -- PRODUCTS
2.01 MATERIALS
A. The sewn tube shall consist of one or more layers of absorbent non -woven synthetic fiber
combined with glass fiber reinforcement and meet the requirements of ASTM F1216 or
ASTM F17443, Section 5. The tube shall be constructed to withstand installation pressures,
have sufficient strength to bridge missing pipe, and stretch to fit irregular pipe sections.
B. The wetout tube shall have a uniform thickness that when compressed at installation
pressures will meet or exceed the Design thickness.
C. The tube shall be sewn to a size that when installed will tightly fit the internal circumference
and length of the original pipe. Allowance should be made for circumferential stretching
during inversion. Overlapped layers of felt in longitudinal seams that cause lumps in the
final product shall not be utilized.
D. The outside layer of the tube (before wetout) shall be coated with an impermeable, flexible
membrane that will contain the resin and facilitate monitoring of resin saturation during the
resin impregnation (wetout) procedure.
E. The tube shall be homogeneous across the entire wall thickness containing no intermediate
or encapsulated elastomeric layers. No material shall be included in the tube that may
cause delamination in the cured CIPP. No dry or unsaturated layers shall be evident. The
tube shall contain glass fiber reinforcement quantities appropriate for the internal pressure
requirements.
F. The wall color of the interior pipe surface of CIPP after installation shall be alight reflective
color so that a clear detailed examination with closed circuit television inspection equipment
or man -entry inspection may be made.
G. Seams in the tube shall be stronger than the unseamed felt.
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H. The outside of the tube shall be marked for distance at regular intervals along its entire
length, not to exceed 5 ft. Such markings shall include the Manufacturers name or
identifying symbol. The tubes must be manufactured in the USA.
I I. The resin system shall be a corrosion resistant polyester, vinyl ester, or epoxy and catalyst
system that when properly cured within the tube composite meets the requirements of
ASTM F1216 and ASTM F1743, the physical properties herein, and those which are to be
utilized in the Design of the CIPP for this project. The resin shall produce CIPP which will
comply with the structural and chemical resistance requirements of this specification.
2.02 STRUCTURAL REQUIREMENTS
A. The CIPP shall be designed as per ASTM F1216, Appendix X1.3.2 for the Fully
Deteriorated Pressure Pipe condition. The CIPP design shall assume no bonding to the
original pipe wall.
B. The design of the CIPP shall be based on the following parameters, which values shall be
1 selected and reviewed by the ENGINEER at the time of the design for each particularforce
main:
Parameter
Unit
Diameter
inch
Normal Internal Operating Pressure
psi
Maximum Internal Pressure
psi
Normal Internal Operating Temperature
a
Maximum Internal Temperature
OF
Internal Vacuum (if applicable)
psi
Soil Depth (above crown)
feet
Ground Water Depth (above invert)
feet
Type of Live Load
tons
1
Modulus of Soil Reaction
psi
Soil Density
psi
C. The physical properties used in the design shall be clearly identified. These physical
properties shall be the basis for the acceptance of the final product (see Section 2.03). At
a minimum, the CIPP shall have the following physical properties:
Minimum Physical Properties
ASTM Test
Minimum
Property Method
......_,.
Value*
Initial Flexural Modulus of Elasticity D790
250,000 psi
iInitial
Initial Flexural Strength D790
Tensile Strength D638
5,000 psi
4,500
psi
'Values are for design conditions 0 750F (259C)
D. For the external load design in Appendix X.1 of ASTM F1216, the long-term
(time -corrected) flexural modulus of elasticity shall be determined by multiplying the design
initial flexural modulus of elasticity by a creep retention factor (CL). At a minimum, a creep
retention factor of 50% shall be applied.
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1
E. The external load design shall be based on an enhancementfactor actor (K) of 7.0, an ovahty (q)
of 5%, a Poisson's (v) ratio of 0.3 and a factor of safety of 2.0.
F. For the internal pressure design in Appendix X-1 of ASTM F1216, the design shall be based
on factor of safety of 2.0 and a long-term tensile strength equal to 1/3 of the design initial
tensile strength.
G. The layers of the cured CIPP shall be uniformly bonded. It shall not be possible to separate
any two layers with a probe or point of a knife blade so that the layers separate cleanly or
the probe or knife blade moves freely between the layers. If separation of the layers occur
during testing of field samples, new samples will be cut from the work. Any reoccurrence
may cause rejection of the work.
,
H. The design physical properties shall be adjusted, as necessary, to account for the Normal
Internal Operating Temperature specified in numeral B of this Section.
I. Any layers of the tube that are not saturated with resin prior to insertion into the existing
pipe shall not be included in the structural CIPP wall thickness computation.
'
J. The lining manufacturer shall submit to the ENGINEER for review complete design
calculations for the liner, signed and sealed by a Professional ENGINEER registered in the
State of Florida and certified by the manufacturer as to the compliance of his materials to
the values used in the calculations. The liner shall be designed to withstand a live load
equivalent to two H-20 passing trucks plus all pertinent dead loads, hydrostatic pressure
and grout pressure (if any). For design purposes, the water table shall be considered at
grade elevation. The liner shall be designed to withstand the corresponding force main
internal pressure. The liner shall be designed in accordance with ASTM F 1216, Appendix
X1.3.2 and resist buckling in accordance with Appendix A (AWWA C 950). The buckling
analysis shall account for the combination of dead load, live load, hydrostatic pressure and
grout pressure (if any). The liner side support shall be considered as if provided by soil
pressure against the liner. The existing pipe shall not be considered as providing any
structural support. Modulus of soil reaction shall not be taken higher than 1000,
corresponding to a moderate degree of compaction of bedding (85 to 95 percent Proctor)
and a fine-grained soil as shown on Table A4 of AWWA C 950.
K. Because of SDR denomination in the plastic pipe industry varies and of the nature of the
calculations and constants utilized, the minimum liner thicknesses shall be 5 percent
greater than the amount specified.
L. As part of the design calculation submittal, the liner manufacturer shall submit a tabulation
of time versus temperature. This tabulation shall show the lengths of time that exposed I
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 in a timely fashion prior to the preconstruction conference
so that the ENGINEER may set procedures for dealing with such an instance caused by
construction delays. The minimum liner thickness are for materials with characteristics as
shown.
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M. Liner shall be neither accepted nor installed until design calculations are acceptable to the
ENGINEER. Liner shall be as manufactured by Insituform Technologies, Inc., 702 Spirit
' 40 Avenue, Chesterfield, MO 63005, Phone No. 800-325-1159, or equal.
I2.03 TESTING REQUIREMENTS
A. Chemical Resistance -The CIPP shall meet the chemical resistance requirements of ASTM
F1216, Appendix X2. CIPP samples for testing shall be of tube and resin system similar to
that proposed for actual construction. It is required that CIPP samples with and without
plastic coating meet these chemical testing requirements.
'
B.
Hydraulic Capacity -The CIPP shall have a minimum of the full flow capacity of the original
pipe before rehabilitation. Calculated capacities may be derived using a commonly
accepted roughness coefficient for the existing pipe material taking into consideration its
1
age and condition.
C.
CIPP Field Samples - When requested by the OWNER, the CONTRACTOR shall submit
test results from field installations in the USA of the same resin system and tube materials
as proposed for the actual installation. These test results must verify that the CIPP physical
properties specified in Section 2.02 have been achieved in previous field applications.
D.
The installation shall be inspected visually, if appropriate, or by closed-circuit television if
visual inspection cannot be accomplished. Variations from true line and grade may be
inherent because of the conditions of the original piping. No infiltration of groundwater shall
1
be observed.
E.
The finished CIPP shall be continuous over the entire length of an installation run and be
free of dry spots, lifts, and delaminations.
F.
For each inversion length designated by the OWNER in the contract documents or
Ipurchase
order, one CIPP sample shall be prepared using one of the following methods.
1. The sample shall be cut from a section of the cured CIPP at an intermediate
manhole/pit or at the termination point that has been inverted through a like
1
diameter pipe which has been held in place by a suitable heat sink, such as
sandbags.
'
2. The sample shall be fabricated from material taken from the tube and the
resin/hardener system used and cured in a clamped mold placed in the downtube.
'
G.
The CIPP samples shall be large enough to provide a minimum of three specimens and a
recommended five specimens for flexural testing and tensile testing.
'
H.
The CIPP samples shall be tested in accordance with ASTM D790 and D638 to confirm that
the required physical properties specified in the design submittal of the proposed product
(see Section 1.03) have been achieved.
I.
The CIPP shall meet the chemical resistance requirements of Section 2.05.
J.
The Cl PP shall be pressure tested for water -tightness following the test protocol described
in Section 2.05.
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2.04 CHEMICAL RESISTANCE
A. The CIPP system proposed shall meet the minimum chemical resistance requirements
listed below and shall be provided as a submittal (see Section 1.03). Samples used for
testing shall be of the same resin system and similar tube materials as that proposed for
the project. It is required that CIPP samples without plastic coating meet these chemical
testing requirements.
B. Chemical resistance tests shall be completed in accordance with ASTM Test Method D 543
with the chemical solutions shown in the table below. Exposure shall be for a minimum of
one month at 73.4'F (230C). During this period, the CIPP test specimens shall lose no
'
more than 20% of their initial flexural strength and initial flexural modulus of elasticity.
C. For applications more stringent than standard domestic sewage, it is recommended that
chemical resistance tests be conducted with actual samples of the fluid flowing in the pipe.
These tests can also be accomplished by securing CIPP test specimens in the flow stream.
I
Minimum Chemical Resistance Requirements
Chemical Solution Concentration, %
Tap water (pH 6-9) 100
Nitric acid 5
Phosphoric acid 10
Sulfuric acid 10
,
Gasoline 100
Vegetable oil 100
Detergent 0.1
Soap 0.1
2.05 PRESSURE TESTING FOR WATER -TIGHTNESS I
A. This section provides procedures for pressure testing for water -tightness of CIPP used in
the renovation of pressure pipelines. Pressure testing for water -tightness shall be provided
on all CIPP sections identified by the OWNER in the contract documents or purchase order.
B. The CONTRACTOR shall perform flushing and testing of all pipelines and appurtenant
piping, complete, including conveyance of test water to point of use and all disposal thereof,
all in accordance with the requirements of the Contract Documents. The cost of all testing,
including the water shall be borne by the CONTRACTOR.
C. A testing schedule, including proposed plans for water conveyance, control and disposal
shall be submitted in writing for review a minimum of 48 hours before testing is to start.
D. All test equipment, temporary valves or bulkheads, backfiow presenters, or other water
control equipment and materials shall be determined and furnished by the CONTRACTOR
subject to the ENGINEER'S / OWNER's review. No materials shall be used which would
be injurious to the construction or its future function.
E. Test Procedure 1
1. The CIPP shall be cooled down to the original ambient ground temperature, which
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F
existed before CIPP installation, prior to proceeding with the pressure test.
2. The test section shall be subjected to a hydrostatic pressure of 150% of the known
internal operating pressure (as defined prior to design) or at the internal operating
pressure plus 50 psi, whichever is less, measured at the lowest point of the pipeline
section being tested.
3. The pressure test shall be conducted after placement of all appurtenances such as
end seals, reinstatements of side connections, corporation stops, etc. To avoid the
testing of other associated piping, the side connections, corporation stops, etc.,
' shall be capped or otherwise isolated. When sections of rehabilitated piping are
reconnected with new spool pieces, ensure that all flange connections are
watertight during the pressure test. Note: The emphasis is that only renovated
piping (and its appurtenances) shall be tested. Otherwise, leakage in other side
piping could contribute to a leakage rate measured for the CIPP.
1
4. The pipe section to be tested shall be isolated with blind flanges or other appropriate method rated for the required test pressure. Means for temperature
measurement, air relief and filling the test section with water shall be provided by
the CONTRACTOR. The line tested shall be configured such that leakage from the
Iends and branch lines can be visually monitored.
S. The ends, termination points, elbows, etc. that are removed shall be properly
1 braced, blocked and supported for the duration of the test. The test pressure shall
not exceed the safe pressure on such fittings.
6. The hydrostatic test shall consist of holding the test pressure on the pipeline for a
minimum period of 2 hours. All visible leaks shall be repaired in a manner
acceptable to the ENGINEER.
7. The test section shall be filled slowly from any available water source. All air shall
be expelled from the pipeline during filling. This is a very critical step of the process
since trapped air will compress during pressurization giving erroneous leakage
I measurements. When filling the pipeline with water, all air release valves and the
high elevation end of the pipeline shall be opened until a free flow of water is visible,
to release all air from the pipeline to be tested. Ensure the rate of filling does not
' significantly pressurize the pipeline prematurely.
8. If the above technique for expelling air is not sufficient, another approach may be
more effective. One alternative is to push a pig through the line with the fill water
behind it. This is done after each end of the test section is sealed off so the pig
remains in the pipe during the pressure test. When the pipe is full and the pig
reaches the far end of the test section, the air in front of the pig is bled off through
' a relief valve in the blind flange or pressure plug at the termination end. The
pipeline shall be filled at a rate which will not cause any surges or exceed the rate
1 at which the air can be released through the air valves at a reasonable velocity and
all the air within the pipeline shall be properly purged.
1 9. Once the CIPP is filled, the specified test pressure, based on the elevation of the
lowest point of the line or section under test and corrected to the elevation of the
test gauge, shall be applied by means of a pump connected to the pipe in a manner
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to the Owner. The test pressure shall be applied in steps at intervals
satisfactory O P PP P
of 50 psi or one-half of the test pressure, whichever is less, until the required test
pressure is reached. The pressure shall be held at each step for a minimum of 30
minutes.
10. A minimum stabilization period of 2 to 3 hours is recommended before starting the
,
pressure test. During this time, the test pressure shall be maintained within close
proximity of the required test pressure. A small annular gap may exist between the
CIPP wall and the existing pipe. During this stabilization period, the CIPP will
reround and stretch. Some trapped air may still exist in the pipe and the mean
water temperature may fluctuate. These can cause erroneous leakage readings if
the pressure test is run during this period. Therefore, the required stabilization
period may be considerably longer than expected for some installations.
Decreasing make-up water during the stabilization period should indicate that at
least one of these effects is present and is gradually being counteracted.
11. Bleed off any air at the ends of the test section prior to beginning the test. As stated
previously, the pressure test shall be for a duration of one hour after the stabilization
period is completed. Begin the test at the required test pressure. After the one
hour test, the amount of make-up water needed to return to the required pressure
shall be quantified.
12. In the case of pipelines that fail to pass the prescribed leakage test, the
CONTRACTOR shall determine the cause of the leakage, shall take corrective
measures necessary to repair the leaks, and shall again test the pipelines.
,
PART 3 -- EXECUTION
3.01 CLEANING/SURFACE PREPARATION
A. Prior to entering access areas (such as manholes) and performing inspection or cleaning
operations, the Contractor shall make an evaluation of the atmosphere to determine the
presence of toxic or flammable vapors or lack of oxygen shall be undertaken in accordance
with local, state, or federal safety regulations. ,
B. The CONTRACTOR shall state in his submittals (see Section 1.03) the number and location
of access points required. The OWNER shall provide rights of access to the pipeline. The
CONTRACTOR or OWNER, as specified in the contract documents, shall provide the
excavation, pipe work, reconnection and restoration for installation access points.
C. The CONTRACTOR shall remove all internal debris out of the pipeline that will interfere with
the installation. Pipes shall be cleaned by the CONTRACTOR with high -velocity jet
cleaners, mechanically powered equipment, cable -attached devices or fluid -propelled
devices (e.g., pipe pigs).
D. It shall be the responsibility of the CONTRACTOR to clean the pipeline with a high-pressure
water jet and to remove all internal debris out of the pipeline in accordance with Section
02751, "Cleaning and Root Removal".
E. Inspection of pipelines shall be performed by experienced personnel trained in locating ,
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breaks, obstacles, etc., by closed-circuit television or man entry. The interior of the pipeline
shall be carefully inspected to determine the location of any conditions that may prevent
proper installation of the impregnated tube, and it shall be noted so that these conditions
can be corrected. A video tape and suitable log shall be kept for reference. If unseen
I obstructions are encountered such as, but not limited to, reducers, line valves, protruding
connections, etc., that will prevent proper installation, the CONTRACTOR shall remove
such obstructions on written order from the OWNER.
3.02 SEWER REPAIRS
A. Any protruding pieces of concrete, dropped joints or broken pipe shall be subjected to point
repairs in accordance with Section 02757, "Point Repairs of Sanitary Sewers", so that the
pipe is left in a clean smooth condition in all respects ready for lining. Sealing shall be
performed at this time in accordance with Section 02763, "Chemical Grouting°.
B. If conditions such as broken pipe and major blockages are found that will prevent proper
cleaning, or where additional damage would result if cleaning is attempted or continued, the
1 CONTRACTOR, with the concurrence of the ENGINEER, shall perform the necessary point
repair(s), and then complete the cleaning.
3.02
FLOW CONTROL
A.
Flow control shall be exercised as required to ensure that no flowing sewage comes into
contact with sections of the sewer under repair. See Section 02750, "Wastewater Flow
Control° for additional information.
3.03
LINER INSTALLATION FOR FORCE MAINS
A.
The prepared pipe shall be reviewed and be acceptable to the ENGINEER for cleanliness
and smoothness before the CONTRACTOR begins to line the pipe.
B.
The existing pipeline shall be dewatered and free of incoming water. If water is present,
measures shall be taken to minimize contact of the water with the inverting tube.
C.
The CONTRACTOR shall present to the ENGINEER, for review, a 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 present plans for
dealing with a liner stopped by snagging within the pipe. This information shall be rendered
to the ENGINEER in a timely fashion prior to the preconstruction conference.
D. The CONTRACTOR shall have on hand at all times, for use by his personnel and the
ENGINEER, a digital thermometer or other means of accurately and quickly checking the
'
temperature of exposed portions of the liner.
E. 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 ENGINEER'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 ENGINEER's
discretion.
1 Hwd.4580S205/01-13-00
02770-9
BCOES 1/1 Program
CURED -IN -PLACE
I
F. The CONTRACTOR shall designate a location where the tube will be vacuum impregnated
prior to installation. The CONTRACTOR shall allow the OWNER to inspect the materials
and the "wet -out" procedure.
G. The wet out tube shall be inserted through an existing manhole or approved access point
by means of an inversion process and the application of a hydrostatic head sufficient to
extend it to the next designated manhole or termination point.
H. Before the installation begins, the CONTRACTOR shall determine the minimum pressure
required to hold the tube tight against the existing pipeline, and the maximum allowable
pressure so as not to damage the tube. Once the installation has started, the pressure
shall be maintained between the minimum and maximum pressures until the installation has
been completed. Tube installation forces or pressures shall be limited so as not to stretch
the tube longitudinally by more than 5% of the original length.
j
I. The use of a lubricant during inversion may be needed to reduce friction. The lubricant used
shall be a nontoxic product that has no detrimental effects on the tube or boiler and pump
system, shall not support the growth of bacteria, and shall not adversely affect the fluid to
be transported.
J. A scaffold or elevated platform shall be erected at the upstream or downstream access
point. The tube shall be inverted using an "inversion elbow" at the bottom of the manhole
or an "inversion ring" above ground. The tube shall be inverted (turned inside -out) with
water pressure.
K. After the inversion is complete, the CONTRACTOR shall supply a suitable heat source and
water recirculation equipment. The equipment shall be capable of uniformly raising the
water temperature to a level required to effectively cure the resin.
L. The heat source shall be fitted with suitable monitors to gauge the temperature of the
incoming and outgoing water supply. Another such gage shall be placed between the tube
and the host pipe in the downstream manhole at or near the bottom to determine the
temperatures during cure. Water temperature in the pipe during the cure period shall be
as recommended by the resin manufacturer.
M. Initial cure shall be deemed complete when the exposed portions of the tube appear to be
hard and sound and the temperature sensor indicates that the temperature is of a
magnitude to realize an exotherm. The cure period shall be of a duration recommended
by the resin manufacturer and may require continuous recirculation of the water to maintain
the temperature.
N. CIPP installation shall be in accordance with ASTM F1216, Section 7, or ASTM F1743,
Section 6, with the following modifications:
0. Resin Impregnation - The quantity of resin used for tube impregnation shall be sufficient to
fill the volume of air voids in the tube with additional allowances for polymerization
shrinkage and the loss of resin through cracks and irregularities in the original pipe wall. A
vacuum impregnation (wet out) process shall be used. To insure thorough resin saturation
throughout the length of the felt tube, the point of vacuum shall be no further than 25 feet
from the point of initial resin introduction. After vacuum in the tube is established, a vacuum
point shall be no further than 75 feet from the leading edge of the resin. The leading edge
Hwd.4580S205/01-13.00 BCOES 1/1 Program ,
02770-10 CURED -IN -PLACE
of the resin slug shall be as near to perpendicular as possible. A roller system shall be used
to uniformly distribute the resin throughout the tube. If the Installer uses an alternate
method of resin impregnation, the method must produce the same results. Any alternate
resin impregnation method must be proven. The CONTRACTOR shall allow the OWNER
to inspect the materials and procedures used to vacuum impregnate the tube.
P. Tube Insertion — The wetout tube shall be positioned in the pipeline using either inversion
or a pull -in method. If pulled into place, a power winch should be utilized and care should
be exercised not to damage the tube as a result of pull -in friction. The tube should be
pulled -in or inverted through an existing manhole or approved access point and fully extend
to the next designated manhole or termination point.
0. Temperature gauges shall be placed inside the tube at the invert level of each end to
monitor the temperatures during the cure cycle.
IR. Curing shall be performed as follows:
n
1
1. Curing shall be accomplished by utilizing hot water under hydrostatic pressure in
accordance with the manufacturer's recommended cure schedule.
2. After installation is completed, a suitable heat source and water recirculation
equipment shall be used to circulate heated water throughout the pipeline. The
equipment shall be capable of delivering hot water throughout the pipeline to
uniformly raise the water temperature above the temperature required to effect a
cure of the resin. Water temperature in the line during the cure period shall be as
determined by the CONTRACTOR.
S. The heat source shall be fitted with suitable monitors to gauge the temperature of
the incoming and outgoing water supply. To determine the temperatures during the
cure cycle, a gauge shall be placed at the beginning and termination points between
the impregnated tube and the invert of the existing pipe. The temperature of the
cure water shall be monitored at the termination end by placing a temperature probe
through a small hole in the tube, near the invert, into the cure water. The hole in
the tube shall be made such that the temperature probe fits tightly and minimizes
cure water leakage.
4. Initial cure will occur during temperature heat -up and is completed when exposed
portions of the new pipe appear to be hard and sound and the remote temperature
sensor indicates that the temperature is of a magnitude to realize an exotherm or
cure in the resin. After initial cure is reached, the temperature shall be raised to the
post -cure temperature as determined by the CONTRACTOR. The post -cure
temperature shall be held for a period as determined by the CONTRACTOR, during
which time the recirculation of the water and cycling of the boiler to maintain the
temperature continues. The curing process shall take into account the existing pipe
material, the resin system, and ground conditions (temperature, moisture level, and
thermal conductivity of soil).
S. Cool -Down: The CIPP shall be cooled to a temperature below 90OF (32°C) before relieving
the hydrostatic head. Cool -down shall be accomplished by the introduction of cool water
to replace water being drained from the system. Care shall be taken in the release of the
static head so that a vacuum will not be developed that could damage the newly installed
Hwd:4580S205/01-13-00 BCOES 1/1 Program
02770-11 CURED -IN -PLACE
CIPP. In addition, the cure water incoming temperature during cool -down shall not
decrease at a rate greater than 20°F (11 °C) per hour.
3.04 INTERNAL END SEALS AND REINSTATEMENTS
A. The CONTRACTOR shall install end seals at each of the CIPP beginning and termination
,
points. The finished product shall be continuous over the length of pipe reconstructed and
be free from dry spots, delamination, and lifts. 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 exists shall be smooth, free of irregularities, and watertight. No
visible leaks shall be present and the CONTRACTOR shall be responsible for grouting to
remove leaks or fill voids between the host pipe and the liner. During the warranty period,
any defects which will affect the integrity or strength of the product shall be repaired at the
CONTRACTOR's expense, in a manner mutually agreed upon by the ENGINEER and the
CONTRACTOR.
B. The end seals shall be a mechanical, expansion type, constructed of stainless steel and
elastomeric seals. The end seals shall be rated by the manufacturer for the operating
pressure and shall be compatible with the piped fluid. The pipe at the end seal installation
points shall be structurally sound and free of any significant pitting or heavy corrosion. This
is required to ensure an adequate seal between the CIPP and the existing pipeline.
Otherwise, replacement with a new steel spool piece at these ends may be required.
1
C. All reinstatements of tees, air relief valves, blow -off valves, threaded taps, etc., shall be
completed following the procedures identified in the submittal described in Section 1.03 of
'
this specification.
3.05 REINSTATEMENT OF CONNECTIONS TO OTHER FORCEMAINS
A. It is the intent of these specifications that connections to other forcemains be reopened
without excavation (through the inside), utilizing a remote controlled cutting device,
monitored by a video TV camera. The CONTRACTOR shall certify he has a minimum of
2 complete working robotic cutters plus spare key components on the site before each
inversion. Unless otherwise directed by the OWNER or his authorized representative, all
existing connections to other forcemains will be reinstated. No additional payment will be
made for excavations for the purpose of reopening connections and the CONTRACTOR
will be responsible for all costs and liability associated with such excavation and restoration
work.
3.06 ACCEPTANCE
A. The finished liner shall be continuous over the entire length of the installation. The liner
shall be free from visual defects, damage, deflection, holes, delamination, uncured resin,
and the like. There shall be no visible infiltration through the liner or from behind the liner
at manholes, access points, or connections to other forcemains. Cut -ins and attachments
at service connections shall be neat and smooth.
B. The test shall require that the quantified make-up water (from Section 2.05) for the one
hour test shall not exceed 20 gallons per inch -diameter, per mile of pipe, per 24 hour day
(20 GPDIM). The quantified make-up water for the one hour test shall be extrapolated to
the 24 hour rate for comparison purposes. Any visible leakage at termination points shall
Hwd:4580S205/01-13-00 SCOES UI Program
02770-12 CURED-IMPLACE
be eliminated. If not feasible or possible at the time of the test, the termination point
leakage shall be kept to a minimum, collected and then deducted from the actual make-up
water rate. If the leakage at test pressure exceeds the allowable, the CONTRACTOR shall
endeavor to locate the source of the leakage and reduce it in a manner acceptable to the
OWNER. The pressure test for water -tightness shall be deemed acceptable if that actually
1 measured during the one hour test (which has been extrapolated to a 24 hour day rate) is
equal to or less than the allowable make-up water rate of 20 GPDIM.
3.07 CLEANUP
A. After the liner installation has been completed and accepted, the CONTRACTOR shall
' cleanup the entire project area and return the ground cover to the original or better
condition. All excess material and debris not incorporated into the permanent installation
shall be disposed of by the CONTRACTOR at his expense.
1 3.08 TELEVISION SURVEY
A. Television survey, including Preconstruction Survey, Post Construction Survey, and
Warranty Survey, as indicated in Section 02752 "Television Survey", is required for all
cured -in -place lining, including main lines and service laterals.
3.09 PUBLIC NOTIFICATION
A. The CONTRACTOR shall make every effort to maintain service usage throughout the
duration of the project. In the event that a service will be out of service, the maximum
amount of time of no service shall be 8 hours for any property served by the sewer. A
public notification program shall be implemented, and shall as a minimum, require the
CONTRACTOR to be responsible for contacting each home or business connected to the
sanitary sewer and informing them of the work to be conducted, and when the sewer will
be off-line. The CONTRACTOR shall also provide the following:
1. Written notice to be delivered to each home or business the day prior to the
beginning of work being conducted on the section, and a local telephone number
of the CONTRACTOR they can call to discuss the project or any problems which
could arise.
2. Personal contact with any home or business which cannot be reconnected within
the time stated in the written notice.
3.10 WARRANTY
The liner shall be certified by the manufacturer for specified material properties for a particular job.
The manufacturer warrants the liner to be free from defects in raw materials for one year from the
date of acceptance. During the warranty period, any defects which affect the integrity or strength
of the pipe shall be repaired at the CONTRACTOR's expense in a manner mutually agreed by the
OWNER and the CONTRACTOR.
- END OF SECTION -
H►Md.4580S205/01-13-00 BCOES 1/1 Program
02770-13 CURED -IN -PLACE
/I1S%f/If01'Y11
Techndog*- Ina
R a 8=41629 JACKBM IE� FL 32203
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Tom. -� Proms Suzan Herrmann
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0 Commrnts:
❑ As Soon As Practical ❑ At Your convenience
The information contained in this facsimile message is legally privileged and eer►iidentiai information which is inter*d only lbr the u,, of the individual
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itnmedintely so the we can strange for the report of the original documents to us at no cost to you.
If you have problems receiving this fax, please call 904-292-3147
AGREEMENT
BETWEEN THE CITY OF TAMARAC
AND
AZURIX NORTH AMERICA UNDERGROUND INFRASTRUCTURE, INC.
THIS AGREEMENT is made and entered into this 2- S day of .X )Yi , 2001
by and between the City of Tamarac, a municipal corporation with principal offices located
at 7525 N.W. 88th Ave., Tamarac, FL 33321 (the "CITY") and Azurix North America
Underground Infrastructure, Inc., a Delaware corporation with principal offices located at
1117 N. W. 55'h Street, Fort Lauderdale, FL 33309 (the "CONTRACTOR") to provide for
Fold -in -Form Pipe Lining Repairs to the City of Tamarac Wastewater Collection System
Infiltration & Inflow Project No.US01A.
Now therefore, in consideration of the mutual covenants hereinafter set forth, the
CITY and CONTRACTOR agree as follows:
1) The Contract Documents
The contract documents consist of this Agreement, conditions of the Palm Beach
County Contract Project No. WUD 99-48R attached hereto and incorporated herein as if
set forth in full, (General, Supplementary and other Conditions), drawings, specifications,
all addenda issued prior to, and all modifications issued after execution of this Agreement.
These contract documents form the Agreement, and all are as fully a part of the Agreement
if attached to this Agreement or repeated therein.
2) The Work
The CONTRACTOR shall perform all work for the CITY required by the contract
documents as set forth below:
a) CONTRACTOR shall furnish all labor, materials, tools, equipment and everything
necessary to perform, and shall perform, in accordance with the provisions of the
CONTRACT and the terms of the Agreement, the Contract known and identified as
"Fold -and -Formed Pipe Lining Repairs, Contract No. US01A-2" and shall do everything
required by this Agreement, the Proposal, the General Terms and Conditions, the
Supplemental General Conditions and Specifications.
b) CONTRACTOR shall clean up and remove each day all debris and material created by
the work at the CONTRACTOR's expense.
c) CONTRACTOR shall supervise the work force to ensure that all workers conduct
themselves and perform their work in a safe and professional manner. CONTRACTOR
shall comply with all OSHA safety rules and regulations in the operation of equipment
and in the performance of the work. CONTRACTOR shall at all times have a
1
competent field supervisor on the job site to enforce these policies and procedures at
the CONTRACTOR's expense.
d) All equipment must be stored in a safe manner when not in operation. The CITY shall
not be responsible for damage to any equipment or personal injuries caused by the
CONTRACTOR's failure to safely store equipment.
e) CONTRACTOR shall provide the CITY with seventy-two (72) hours written notice prior
to the beginning of work under this Agreement and prior to any schedule change with
the exception of changes caused by inclement weather.
f) CONTRACTOR shall comply with any and all Federal, State, and local laws and
regulations now in effect, or hereinafter enacted during the term of this Agreement,
which are applicable to the CONTRACTOR, its employees, agents or subcontractors, if
any, with respect to the work and services described herein.
3) Insurance
CONTRACTOR shall obtain at CONTRACTOR's expense all necessary insurance in
such form and amount as required by the City's Risk Manager before beginning work under
this Agreement including, but not limited to, Workers' Compensation, Commercial General
Liability, and all other insurance as required by the CITY, including Professional Liability
when appropriate. CONTRACTOR shall maintain such insurance in full force and effect
during the life of this Agreement. CONTRACTOR shall provide to the City's Risk Manager
certificates of all insurances required under this section prior to beginning any work under
this Agreement. The CONTRACTOR will ensure that all subcontractors comply with the
above guidelines and will retain all necessary insurance in force throughout the term of this
Agreement.
CONTRACTOR shall indemnify and hold the CITY harmless for any damages
resulting from failure of the CONTRACTOR to take out and maintain such insurance.
CONTRACTOR's Liability Insurance policies shall be endorsed to add the CITY as an
additional insured. CONTRACTOR shall be responsible for payment of all deductibles and
self-insurance retentions on CONTRACTOR's Liability Insurance policies.
4) Bonds
Execution of this Agreement shall include the CONTRACTOR depositing with the
CITY a Performance Bond providing for all the satisfactory completion of the work and a
Payment Bond providing for payment of all persons performing labor in connection with this
Agreement. Each of these bonds shall be in the amount of 100% of the contract amount.
A Maintenance Bond in the amount of twenty-five percent (25%) of the Final Contract Price
shall be required upon completion of construction guaranteeing the repair of all damages
due to improper materials or workmanship for a period of one year after the final
acceptance of work.
is
The term of this Agreement is for a period beginning the first day following
execution by the CITY and ending on July 26, 2001. Upon expiration of the term, the
parties may choose to terminate this Agreement, or exercise the renewal option pursuant
to the terms and conditions of the original Agreement. Such renewal shall be in writing
signed by the parties hereto for a term to be set in the renewal Agreement.
6) Contract Sum
This Contract Sum for the above work is to be determined by the cost of labor and
materials for the Work Tasks assigned to the CONTRACTOR. The assigned Work Tasks
shall be paid in accordance with the Bid Schedule below, which is taken from the Palm
Beach County Project No. WUD 99-48R.
The CITY shall pay the CONTRACTOR as just compensation for the performance of
this Agreement, subject to any additions or deductions as provided in this Agreement and
the Palm Beach County Project Contract.
BID SCHEDULE OF VALUES FOR WORK TASK
TASK
ITEM
DESCRIPTION OF BID
DEPTH
UNITS
UNIT
PRICE
QUANITIEW
ITEM
C 1
LINER 8"DUL FOLD & FORM
<4
LF
$34.00
C 2
LINER 8"DIA FOLD S FORM
4 TO 8
LF
$36.00
C 3
LINER 8' DIA FOLD & FORM
a8
LF
$38.00
C 4
LINER 10" DUL FOLD & FORM
>4
$39.00
C 5
LINER 10" DIA FOLD & FORM
4TO8
qLF
$41.00
C 6
LINER 10"DIA. FOLD & FORM
>8
LF
$43.00
D 5
STANDARD SERVICE RECONNECTION
NIA
EA
180.00
P
7) Payments
The CITY shall pay in full the Contract Sum to the CONTRACTOR upon completion
of the work listed in Paragraph 2 of this Agreement unless the parties agree otherwise.
The CITY shall pay the CONTRACTOR for work performed subject to the specifications of
the job and subject to any additions and deductions by subsequent change order provided
in the contract documents.
8) Progress Retention
The percentage of estimated value to be retained shall conform to the following
schedule:
1. Retention for up to 10% of payments claimed.
2. When the project is substantially complete (operational or beneficial
occupancy), the retained amount shall be reduced to 5% to assure
completion of the Contract Work.
The above retainages only apply when the CONTRACTOR's performance in the
judgment of the Director of Utilities or his Designee, is considered satisfactory. When
specific circumstances necessitate, a retainage of 10% will be applied at any time during
the construction period regardless of the stage of completion of construction. No progress
estimate need be made when, in the judgment of the Director of Utilities or his Designee,
the total value of work done since the last estimate amounts to less than five thousand
dollars ($5,000.00) as set forth under Payments in the Agreement.
10) Acceptance and Final Payment
When the work provided for under this Agreement has been fully completed in
accordance with the terms thereof, a final invoice showing the amount of such work shall
be prepared by the CONTRACTOR and filed with the CITY.
The final invoice shall be accompanied by the required maintenance bond and by a
certificate of acceptance issued by the CITY, and stating that the work has been fully
completed to the Director of Utilities' or his Designee's satisfaction, in substantial
compliance with this Agreement.
From the final payment shall be retained all monies expended by the CITY,
according to the terms of this Agreement and thereunder chargeable to the
CONTRACTOR, all monies payable to the CITY as liquidated damages, and all deductions
provided by this Agreement, Federal and State Laws, or governing regulations.
Within thirty (30) days after receipt of the Director of Utilities' or his Designee's final
acceptance by the CITY, the CITY will make a bona fide effort to pay the CONTRACTOR
in the full amount of the Director of Utilities' or his Designee's final estimate.
.19
11) Waiver of Liens
Prior to payment of the Contract Sum, a final waiver of lien shall be submitted by all
suppliers, subcontractors, and/or contractors who worked on the project that is the subject
of this Agreement.
12) Warranty
CONTRACTOR warrants the Fold -and -Formed Pipe Lining Repairs to the City of
Tamarac Wastewater Collection System Infiltration & Inflow Reduction (Project No.US01A)
against defects for a period of one (1) year from the date of completion of work. In the
event that defect occurs during this time, CONTRACTOR shall perform such steps required
to repair and correct the affected areas of the work performed. CONTRACTOR shall be
responsible for any damages caused by defect to affected area.
13) Indemnification
The CONTRACTOR shall indemnify and hold harmless the CITY, its elected and
appointed officials, employees, and agents from any and all claims, suits, actions,
damages, liability, and expenses (including attorneys' fees) in connection with loss of life,
bodily or personal injury, or property damage, including loss of use thereof, directly or
indirectly caused by, resulting from, arising out of or occurring in connection with the
operations of the CONTRACTOR or its officers, employees, agents, subcontractors, or
independent contractors, excepting only such loss of life, bodily or personal injury, or
property damage solely attributable to the gross negligence or willful misconduct of the
CITY or its elected or appointed officials and employees. The above provisions shall
survive the termination of this Agreement and shall pertain to any occurrence during the
term of this Agreement, even though the claim may be made after the termination hereof.
Nothing contained herein is intended nor shall be construed to waive CITY's rights
and immunities under the common law or Florida Statutes 768.28, as amended from time
to time.
14) Non -Discrimination
The CONTRACTOR agrees that it shall not discriminate against any of its
employees or applicants for employment because of their race, color, religion, sex, or
national origin, and to abide by all federal and State laws regarding non-discrimination.
The CONTRACTOR further agrees to insert the foregoing provisions in all subcontracts
hereunder except subcontracts for standard commercial supplies or raw materials. Any
violation of such provisions shall constitute a material breach of this Agreement.
16) Independent Contractor
CONTRACTOR is an independent contractor under this Agreement. Personal
services provided by the CONTRACTOR shall be by employees of the CONTRACTOR and
subject to supervision by the CONTRACTOR, and not as officers, employees, or agents of
the CITY. Personnel policies, tax responsibilities, social security and health insurance,
employee benefits, purchasing policies and other similar administrative procedures
applicable to services rendered under this Agreement shall be those of the
CONTRACTOR.
16) Assignment and Subcontracting
CONTRACTOR shall not transfer or assign the performance required by this
Agreement without the prior consent of the CITY. This Agreement, or any portion thereof,
shall not be subcontracted without the prior written consent of the CITY.
17) Notice
Whenever either party desires or is required under this Agreement to give notice to
any other party, it must be given by written notice, sent by registered United States mail,
with return receipt requested, addressed to the party for whom it is intended at the
following addresses.
CITY
City Manager
City of Tamarac
7525 N.W. $$th Avenue
Tamarac, FL 33321
With a copy to City Attorney at the same address.
CONTRACTOR
Mark Harris, Vice President
Azurix North America Underground Infrastructure, Inc.
1117 NW 551" Street
Fort Lauderdale, Florida 33309
1.1
18) Termination
This Agreement may be terminated by CITY or CONTRACTOR for cause or by the
CITY for convenience, upon thirty (30) days of written notice by the terminating party to the
other party for such termination in which event the CONTRACTOR shall be paid its
compensation for services performed to termination date, including services reasonably
related to termination. In the event that the CONTRACTOR abandons this Agreement or
causes it to be terminated, CONTRACTOR shall indemnify the CITY against loss
pertaining to this termination.
Default by CONTRACTOR: In addition to all other remedies available to the CITY,
this Agreement shall be subject to cancellation by the CITY should the CONTRACTOR
neglect or fail to perform or observe any of the terms, provisions, conditions, or
requirements herein contained, if such neglect or failure shall continue for a period of thirty
(30) days after receipt by CONTRACTOR of written notice of such neglect or failure.
19) Agreement Subject to Funding
This Agreement shall remain in full force and effect only as long as the expenditures
provided for in the Agreement have been appropriated by the City Commission of the City
of Tamarac in the annual budget for each fiscal year of this AGREEMENT, and is subject
to termination based on lack of funding.
20) Venue
This Agreement shall be governed by the laws of the State of Florida as now and
hereafter in force. The venue for actions arising out of this AGREEMENT is fixed in
Broward County, Florida.
21) Signatory Authority
The CONTRACTOR shall provide the CITY with copies of requisite documentation
evidencing that the signatory for CONTRACTOR has the authority to enter into this
Agreement.
18) Severability; Waiver of Provisions
Any provision in this Agreement that is prohibited or unenforceable in any
jurisdiction shall, as to such jurisdiction, be ineffective to the extent of such prohibition or
unenforceability without invalidating the remaining provisions hereof or affecting the validity
or enforceability of such provisions in any other jurisdiction. The non -enforcement of any
provision by either party shall not constitute a waiver of that provision nor shall it affect the
enforceability of that provision or of the remainder of this Agreement.
VA
19) Merger; Amendment
This Agreement constitutes the entire Agreement between the CONTRACTOR and
the CITY, and negotiations and oral understandings between the parties are merged
herein. This Agreement can be supplemented and/or amended only by a written document
executed by both the CONTRACTOR and the CITY.
IN WITNESS WHEREOF, the parties have made and executed this Agreement on
the respective dates under each signature. CITY OF TAMARAC, through its Mayor and
Azurix North America Underground Infrastructure, Inc., signing by and through its Vice
President duly authorized to execute same.
ATTEST:
Marion Swe son, CMC
City Clerk
Date: d 7 0 (
CITY OFT MARAC
tdoe Schreiber, Mayor
Date: A - Z-7- D 1
Jeffrey L. iller, City Manager
Date: A-2-7'0I
pr vedto form an gal
ff ien
Ila"tchell 9'. Vaity Attorney
1
Date
AZURIX NORTH AMERICA
UNDERGROUND INFRASTRUCTURE,
INC.
(Contralct & Attesting Officer)
Ste ha '2 McGregor
Assistant SOcretary of Corporation
(CORPORATE SEAL)
Mark Harris
Printed Name
Date: J� 4
CORPORATE ACKNOWLEDGEMENT
STATE OF Flor
COUNTY OF v,1
The foregoing instrument was acknowledged before me this � day of
'aL - - --1 2001 by Mark Harris, Vice President of Azurix North America
Underground Infrastructure, Inc., a Delaware corporation, on behalf of the corporation.
He is personally known to me (type of identification)
as identification and did (did not) take an oath.
Signature of Not4 Public — State of
Florida ,$Mr, carfeneJAnlFiony
* *k* commission CCOMM
►Mv. Expires Deosmber 18. 2003
Print, Type or Stamp Name of Notary
Public
�'7
i
Waiter Utilities Department
July 31, 2000
P.O. Box 16097
West Palm Beach. FL 33416.6097
Mr. John Barr, Vice President
(561) 641.3429
Madsen-Barr/PUMC, Inc.
FAX: (561) 641-3447
1117 Northwest 55th Street
www.co.palm-beach.fl.us
Fort Lauderdale, Florida 33309
Reference: Project No. WUD 99-48R
■
Renewal of Annual Contract for Reconstruction of
Sanitary Sewer Lines
Account No. 511-721-W006-6548
Palm Beach County
Board of County
Dear Mr. Barr:
Commissioners
Maude Ford Lee, Chair
Please note that on July 11, 2000, the Board of County Commissioners
Warren M. Newell. Vice Chairman
approved and awarded the contract renewal for the above referenced project
(Bid Items CI through C9) to Madsen-Barr/PUMC, Incorporated. A pre -
Karen T. Marcus
construction meeting will be scheduled prior to each pipe rehabilitation
Carol A. Roberts
project.
Mary McCarty
Enclosed please find one (1) copy of the executed contract documents.
Burt Aaronson
Please feel free to contact me at 561-434-5323 if you have any, questions on
Tony Masilotti
this matter.
Respectfully,
f�
�W>4A�n�►�
County Administrator
Robert Weisman
Duane Palumbo
Project Engineer
cc: C. Lawton McCall
Hassan Hadjimiry, P.E.
Jan Schooley, PBC Finance
Graciela Abreu
File
'An Equal Opportunity
Affirmative Action Employer'
winword\99-48r\MA DSEN-BARR\madsenrenew2000.doc
1
R2000 0976
AMENDMENT TO ANNUAL CONTRACT FOR RECONSTRUCTION
OF SANITARY SEWER LINES
This amendment to Contract is entered into this day of JIL -1-1 70 ,
2000, between Palm Beach County, a Political Subdivision of the State of Florida, by and
through its Board of Commissioners, hereafter referred to as the COUNTY, and Madsen-
Barr/PUMC, Inc., a corporation authorized to do business in the State of Florida, hereafter
referred to as the CONTRACTOR.
WHEREAS, on July 27, 1999, County and Contractor entered into an annual contract for
Reconstruction of Sanitary Sewer Lines (R99-1284D), hereafter referred to as "Contract"; and
WHEREAS, the Contract was for a term of one (1) year with (2) two additional one (1) year
renewals, to provide the Water Utilities Department with services for Reconstruction of Sanitary
Sewer Lines; and
WHEREAS, the County desires to exercise its option to renew said Contract for an additional
one (1) year period;
WHEREAS, the Contractor desires to provide Reconstruction Services for Sanitary Sewer Lines
for an additional one (1) year period;
NOW THEREFORE, in consideration of these premises and the mutual undertakings herein and
the previous contract, County and Contractor agree as follows:
1. The forgoing statements are true and correct and incorporated herein.
2. This Contract shall be renewed for a period of twelve (12) months, commencing
July 27, 2000, and terminating on July 26, 2001.
3. All remaining terms and conditions in the Contract dated July 27, 1999 shall
remain in full force and effect and said Contract is reaffirmed as modified
herein.
IN WITNESS WHEREOF the parties hereto have executed this contract on the date above
written.
ATTEST:
DOROTHY H. WILKEN, Clerk
BOARD OF COUNTY COMMISSIONERS
PALM BEACH COUNTY, FLORIDA
BY ITS BOARD OF COUNTY
COMMISSIONERS
' '- NT y • c��n�'
By: C�LL--'o C
By: b4-47c� 2
Deputy Clerk = �,M 6E, '• �'�
f p' - QP cy an
OUNTV
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WITNESS:
CONT CTOR:
Signature Signatur
John J. Barr, Assistant Secretary
SignKure Madsen-Barr/PUMC, Inc.
1117 Northwest 551 Street.
Fort Lauderdale, FL 33309
PPRED AS TO FORM
ND L GAL SUFFICIENCY
County
April 24, 2000
CT Corporation System
660 East Jefferson St.
Tallahassee, FL 32301
FLORIDA DEPARTMENT OF STATE
Katherine Harris
Secretary of State
Re: Document Number F95000002692
The Amendment to the Application of a Foreign Corporation for MADSEN-
BARR/PHILIP UTILITIES MANAGEMENT CORPORATION, INC. which changed its
name to AZURIX NORTH AMERICA UNDERGROUND INFRASTRUCTURE, INC., a
Delaware corporation authorized to transact business in Florida, was filed on
April 24, 2000.
Should you have any questions regarding this matter, please telephone (850) 487-
6050, the Amendment Filing Section.
Annette Ramsey
Corporate Specialist
Division of Corporation
Letter Number: 20OA00022313
Division of Corporations - P.O. BOX 6327 -Tallahassee, Florida 32314
APPLICATION BY FOREIGN CORP-ORATION TO FILE AMENDMENT TC
APPLICATION FOR AUTHORIZATION TO TRANSACT BUSINESS IN
FLORIDA
r- -•-
SECTION 1 (1-3 mush be completed) !~ -
- I
1' d - Utilities managmcnt Comqration. Inc. C�
Name of corporation as it appears within the records of the Depa .ngf State.
co
2. Incorporated under laws of:
3. Date authorized to do business in Florida:
SECTION 11 (4-7 complete only the applicable changes)
4. If the amendment .changes the name of the corporation, when was the chang,
effected under the laws of its jurisdiction of incorporation?
5. Name of corporation after the amendment, adding suffix "corporation," "company," "i
corporated," or appropriate abbreviation, if not contained in new name of the corporatio
Nogth AmerigaUndercr--ound Tnfgastructmre,
6. If the amendment changes the period of duration, indicate new period of duration.
No change
7. If the amendment changes the jurisdiction of incorporation, indicate new jurisdiction.
Stephen�M./.Bro#e/, Assistant Secretary
�J
Signature
Name and Title
q11 y rZ
ate
(FLA.- 2251 - 3/19/93)
sr VVWM
Asurix
September 29, 2000
Scott London
City of Tamarac
6001 Nob Hill Road
Tamarac, FL 33321-2401
RE: COMPANY NAME CHANGE
Mr. London:
Azurix North America
Underground Infrastructure, Inc.
1117 N. W. 55th Street
Ft. Lauderdale, FL 33309
Telephone (954) 561-0942
Fax (954) 491-5427
FLN CU CO23665
Please see the attached documentation reflecting our company name change. Please note
that on1Y the name has changed. Our Federal ID number, telephone numbers and
addresses will remain the same. If there are any questions or concerns regarding this
matter, please feel free to call.
Sincerely,
ohn Rinehart
Vice President
Attach.
GLOBAL WATER SOLUTIONS
Asurix
October 10, 2000
Mr. Scott London
City of Tamarac
6001 Nob Hill Road
Tamarac, FL 33321-2401
Dear Mr. London:
Azurix North America
Underground Infrastructure, Inc.
1117 N. W. 55th Street
Ft. Lauderdale, FL 33309
Telephone (954) 561-0942
Fax (954) 491-5 427
FL# CU CO23665
Azurix North America Underground Infrastructure, Inc. will extend our unit pricing in
our Palm Beach County Project No. WUD 99-48R, to the City of Tamarac, for the 00/01
year.
We are looking forward to working with the City this coming year. If you require any
additional information, please contact me at the office.
Sincerely,
i�
J n Rinehart
Vice President
lj
GLOBAL WATER SOLUTIONS
I
BOARD OF COUNTY COMMISSIONERS
PALM BEACH COUNTY, FLORIDA
ANNUAL CONTRACT FOR RECONSTRUCTION
OF SANITARY SEWER LINES
PROJECT No. WUD 99-48 R
March, 1999
PALM BEACH COUNTY WATER UTILITIES DEPARTMENT
2066 PRAIRIE ROAD
P.O. BOX 16097
WEST PALM BEACH, FLORIDA 33416
Phone: 661 /641-3429
' MAR-19-190.9 1.3:31 WUD ENGINEERING
Palm Beach County Water Utilities
2065 Prairie Road
West Palm Beach, FL 33416
Fax Cover Sheet
DATE:
March 19, 1999
TIME. 1:21 PM
TO:
All Bid Holders
PHONE:
FAX:
FROM:
Duane Palumbo
PHONE: (561) 434-5323
641-3447
PBCWUD
FAX: (561)
RE:
Addendum 1, Bid Docurents for Project WUD 9948 R.
I
1.1
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Number of pages Including cover sheet: 3
The following are the changes to the Bid Documents for Project WUD 99-48 R. You
mast FAX this sheet back with signature and date you received the information.
Thank you,
(Z=r� Qwzr-
Duane Palumbo
RECEIVED BY (print): - E A
RECEIVED BY (signature):
COMPANY:
DATE: TIME
, v2- 4W
i0
r.Ul U.:
1
IMAR-19-1999 13:31 IJUD ENGINEERING �_•uG`u-
Addendum No-1
March 19, 1999
TO
' CONTRACT DOCUMENTS
PROJECT TITLE: Annual Contract For Reconstruction Of Sanitary Sewer Lines
Project No. WUD 99-48 R
TO: All Plan Holders of Record
This addendum is to advise of revisions to the contract documents for the above referenced project -
Advertisement for Bids Page AF13-1:
REPLACE, with enclosed page AFS-1. (Note the revised dates)
Instructions to Bidders, Page IB-1, Section 4, PRE -BID CONFERENCE:
DELETE, &W PRE -BID CONFERENCE. A pre -bid conference will be held at the Engineering
Oftes of the PALM BEACH COUNTY WATER UTILITIES DEPARTMENT, 2065 PRAIRIE ROAD,
WEST PALM BEACH, FLORIDA, (Tel. 561.641-M29) at 10:00 A.M. Eastern Time, on Friday,
March 19,1999:'
ADD, "Al. PRE -BID CONFERENCE. A pre -bid conference will be held at the Engineering Offices of
the PALM BEACH COUNTY WATER UTILITIES DEPARTMENT, 2065 PRAIRIE ROAD, WEST
PALM BEACH, FLORIDA, (Tel. 561.641-3429) at 10:00 A.M. Eastern Time, on Friday, March 26,
1999:
Instructions to Bidders, Page IS-7, Section 14, SUBMISSION OF BIDS:
DELETE, ,,u. SUBMISSION OF BIDS. The Bid shall be submitted on the blank Proposal forms
bound herein. The sealed envelope enclosing the Bids and all required attachments described in the
Proposal shall be an opaque envelope, plainly marked in the upper left-hand comer with the Project
Title, the name and address of the Bidder, and shall bear the words ' BID PROPOSAL FOR
ANNUAL CONTRACT FOR RECONSTRUCTION OF SANITARY SEINER LINES, WUD BID No.
9948 R', TO BE RECEIVED BY Tuesday, March 23,1929, AT 2:00 P.M., EASTERN TIME."
ADD, "14. SUBMISSION OF BIDS. The Bid shall be submitted on the blank Proposal forms
bound herein. The sealed envelope enclosing the Bids and all required attachments described in the
Proposal shall be an opaque envelope, plainly marked in the upper left-hand comer with the Project
Title, the name and address of the Bidder, and shall bear the words ' BID PROPOSAL FOR
ANNUAL CONTRACT FOR RECONSTRUCTION OF SANITARY SEWER LINES, WUD BID No.
"-48 R', TO BE RECEIVED BY Tuesday, March 30,1999, AT 2:00 P.M., EASTERN TIME."
IPlease call 561-434-5323 should you have any questions.
11
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Ih1AR-19-1999 1.3 : 32 41UD ENGINEERING t- . u- ' V _-
ii
ADVERTISEMENT FOR BIDS
Sealed proposals will be received by the BOARD OF COUNTY COMMISSIONERS,
WATER UTILITIES DEPARTMENT, PALM BEACH COUNTY, FLORIDA, at the Palm
Beach County Water Utilities Department Engineering Building (Building-"K"), 2065 Prairie
Road, West Palm Beach, Florida 33416, up to 2:00 P.M., Tuesday, March 30, 1999, at
which time bids will be publicly opened and read aloud, (bids received after said time will
be returned unopened), for the following project:
ANNUAL CONTRACT FOR RECONSTRUCTION OF SANITARY SEWER LINES
PALM BEACH COUNTY
Project No. WUD 99-48 R
The principal features of this contract include tumishing all labor, materials, and
equipment to construct the following: Pipe Insertion, Cured4n-Place and Fold -and -
Form Pipe Lining.
' All conditions of, and requirements for bid submission, consideration, and award are
contained in the proposed Contract Documents for the project. The proposed Contract
Documents are available for public inspection at the above mentioned address from 7:45
a.m. to 4:15 p.m., and are available for purchase for a non-refundable charge of $50.00
per set. Additional questions may be addressed to the Project Engineer, Duane Palumbo
(Tel: 561/434-5323, Fax: 561/641-3447). No refunds will be made.
It is the policy of the Board of County Commissioners of Palm Beach County, that
Minorities and Woman Business Enterprises (NVWBE), shall have the maximum
practical opportunity to participate in the competitive process of supplying goods
and services to the County (Palm Beach County Ordinance No. 93-28). Bidders
shall use sufficient reasonable good faith efforts to cant' out this policy in the
award of their subcontracts to the fullest extent consistent with the efficient
performance of this contract
A pre -bid conference will be held at the above at 10:00 A.M. EDT, on Friday, March 26,
1999.
A bid security in the form of a Bid Bond or Cashiers Check in the amount of five thousand
dollars ($5,000) is required.
By order of the Board of County Commissioners, Palm Beach County, Florida, Maude
Ford Lee, Chair.
PUBLISH: PALM BEACH POST
FRIDAY: March 19,1999
IPUMUDENGM AFB-1 . wu&948
TOTAL P.03
BOARD OF COUNTY COMMISSIONERS
PALM BEACH COUNTY, FLORIDA
ANNUAL CONTRACT FOR RECONSTRUCTION OF SANITARY SEWER LINES
Project No. WUD 99-48 R
INDEX
Section
Description
Page No.
Contract Documents
AFB
Advertisement for Bids
1 - only
IB
Instruction for Bidders
1 - 12
M/WBE
Minority/Women Business Enterprise
1 - 14
FEL
Procedure for Front -End Loading and
1 - 6
Unbalanced Bids
BP
Bid Proposal
1 - 31
BB
Bid Bond
1-2
PBI
Post Bid Information
1 - 3
NTA
Notice of Intent to Award
1 - 2
A
Agreement
1 - 14
PMT
Florida Payment Bond
1-3
PRB
Florida Performance Bond
1 - 3
NTP
Notice to Proceed
1 - 2
WT
Warranty of Title
1 - 3
FWT
Final Warranty of Title
1-2
CSC
Certificate of Substantial Completion
1 - 2
GC
General Conditions
1 - 52
SGC
Supplemental General Conditions
1-6
Technical Specifications
Division 1 - General Requirements
01010
Summary of Work
1-2
01025
Measurement and Payment
1-3
01090
01200
Reference Standards
Project Meetings
1-2
1 -only
INDEX-1
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Contract Documents
ascription Page No.
Technical Specifications
ubmittals
uality Control
smporary Facilities
:mporary Environmental Controls
-affic Regulations and Maintenance of Traffic
aterials
Kcavation and Backfill
irface Restoration
avement Marking and Traffic Signs
ped Utility Materials
'astewater Flow Control
leaning and Root Removal
slevision Inspection
pe Insertion Pipe Lining
.fired -In -Place Pipe Lining
Ad and Form Pipe Lining
L`1»��
1-3
1-3
1-2
1-2
1-3
1 -Only
1-10
1-14
1-3
1-4
1-3
1-4
1 -4
1-7
1-5
1-5
I ADVERTISEMENT FOR BIDS
Sealed proposals will be received by the BOARD OF COUNTY COMMISSIONERS,
WATER UTILITIES DEPARTMENT, PALM BEACH COUNTY, FLORIDA, at the Palm
Beach County Water Utilities Department Engineering Building (Building "K"), 2065 Prairie
Road, West Palm Beach, Florida 33416, up to 2:00 P.M., Tuesday, March 23, 1999, at
which time bids will be publicly opened and read aloud, (bids received after said time will
be returned unopened), for the following project:
ANNUAL CONTRACT FOR RECONSTRUCTION OF SANITARY SEWER LINES
1 PALM BEACH COUNTY
1 Project No. WUD 99-48 R
The principal features of this contract include furnishing all labor, materials, and
equipment to construct the following: Pipe Insertion, Cured -In -Place and Fold -and -
Form Pipe Lining.
All conditions of, and requirements for bid submission, consideration, and award are
contained in the proposed Contract Documents for the project. The proposed Contract
Documents are available for public inspection at the above mentioned address from 7:45
a.m. to 4:15 p.m., and are available for purchase for a non-refundable charge of $50.00
per set. Additional questions may be addressed to the Project Engineer, Duane Palumbo
(Tel: 561/434-5323, Fax: 561/641-3447). No refunds will be made.
It is the policy of the Board of County Commissioners of Palm Beach County, that
Minorities and Woman Business Enterprises (M/WBE), shall have the maximum
practical opportunity to participate in the competitive process of supplying goods
and services to the County (Palm Beach County Ordinance No. 93-28). Bidders
shall use sufficient reasonable good faith efforts to carry out this policy in the
award of their subcontracts to the fullest extent consistent with the efficient
performance of this contract.
A pre -bid conference will be held at the above at 10:00 A.M. EDT, on Friday, March 19,
1999.
A bid security in the form of a Bid Bond or Cashiers Check in the amount of five thousand
dollars ($5,000) is required.
By order of the Board of County Commissioners, Palm Beach County, Florida, Maude
Ford Lee, Chair.
PUBLISH: PALM BEACH POST
SUNDAY- March 14,1999
PBCWUDENGWW AFB-1 WUD 99-48
If it is determined to proceed to final execution of the contract the Own will iv h p Owner get e
Successful Bidder the lowest responsive, responsible Bidder for each bid item a
Notice of Intent To Award within sixty (60) days after the date of the Bid opening. The
Notice of Intent to Award is not to be considered as an obligation of Owner to enter
into a Contract and no rights shall accrue to the Bidder nor obligations exist as to
Owner until such time as Owner has executed the Contract
21: EXTENSION. The successful bidder shall be awarded a contract for twelve (12)
months unless otherwise terminated as provided herein. At the option of the County, the
contract may be renewed for two (2) additional twelve (12) month periods. Any exercised
option period shall be for the terms, conditions and prices, with no deviations, as this!
original contract. Any renewal will be subject to appropriation of the funds by the Owner.
22. BONDS. Article 17 of the General Conditions sets forth the Owner's Bonding
requirements. When the Successful Bidder delivers the executed Agreement to the
Owner, it must be accompanied by a Performance Bond and a Payment Bond, each in
the amount of one hundred thousand dollars ($100,000), executed by a corporate surety
company of recognized standing, authorized to do business in the State of Florida, as
security for the faithful performance and payment of all Contractor's obligations under the
Contract, and the Bidder shall state in the Proposal the name, address, telephone
number and full name of the authorized agent of the surety or sureties who will sign these
Bonds in the event the Contract is awarded to the Bidder. During all bidding, construction,
guarantee and warranty periods the Surety Company shall hold a current certificate of
authority as acceptable surety on Federal Bonds, in accordance with U.S. Department of
Treasury Circular 570, Current Revision.
The party to whom the Contract is awarded will be required forthwith to execute the
Agreement and Performance and Payment Bonds and deliver the executed Agreement,
Bonds and all other items required by the Contract Documents to the Owner within seven
(7) calendar days from the date when the written Notice of Intent to Award the Contract is
received by the Bidder at the address supplied by him.
1
23. EXECUTION OF AGREEMENT. Award of the Contract, if awarded, will be based
on Bid submitted by the lowest responsive, responsible bidder for each bid item t
deemed to be in the best interest of the Owner. The Bidder to whom award is made shall
execute the required number of written Agreements with the Owner on the form of
Agreement provided herein, shall secure all insurance, and shall fumish all additional
documents, certificates, sworn statements and Bonds required by the Contract
Documents, and deliver same to the Owner within seven (7) Calendar days after written
Notice of Intent to Award of the Contract is received from the Owner. Failure or refusal to
enter into an Agreement as herein provided or to conform to any of the stipulated
requirements in connection therewith shall be just cause for annulment of the award and
IB-10
I
forfeiture of the Bid Security. If the lowest responsive, responsible Bidder refuses or fails
to execute and deliver the executed Agreement to the Owner, the Owner may award the
1 Contract to the second lowest responsive, responsible Bidder. If the second lowest
responsive, responsible Bidder refuses or fails to execute and deliver the executed
Agreement to the Owner, the Owner may award the Contract to the third lowest
responsive, responsible Bidder. On the failure or refusal of such second or third lowest
Bidder to execute and deliver the executed Agreement to the Owner, each such Bidder's
Bid Securities shall be likewise forfeited to the Owner.
24. SPECIAL REGULATIONS. Bidders must comply with the Department of Labor
Safety and Health Regulations for construction promulgated under the Occupational
Safety and Health Act of 1970 (PL 91-956), under Section 107 of the Contract Work
Hours and Safety Standards Act (PL 91-54), under the Florida Trench Safety Act, Florida
statute § 553.60 and otherwise as required by law.
25. INSURANCE. The Contractor shall provide and maintain throughout the term of
the Contract, all insurance as required in the General Conditions.
The Contractor shall, in accordance with Article 18 of the General Condition, provide the
Owner with satisfactory evidence certifying that the foregoing insurance is in full force and
effect; and such evidence shall include provisions that the insurance shall not be
canceled, expire or be materially changed without giving the Owner at least thirty (30)
days advance notice by registered mail. Said certificate of insurance shall be provided on
the form bound herein or on one conforming substantially to it in farm.
26. PERFORMANCE OF WORK BY CONTRACTOR. The Contractor shall perform
with its own organization, labor equivalent to at least sixty percent (60%) of the total
amount of the Work to be performed under this Contract. If, during the progress of the
Work hereunder, the Contractor requests a reduction of such percentage, and the
Engineer recommends that it would be to the Owner's advantage, the percentage of the
labor required to be performed by the Contractor's own organization may be reduced;
provided prior written approval of such reduction is obtained by the Contractor from the
Engineer.
1 Each Bidder must furnish with its Proposal a list of the items of Work that he will perform
with his own forces and the estimated total cost of these items.
27. INDEMNIFICATION. The Bid shall include in its price the sum of Twenty Dollars
($20.00), to be paid by the Owner with the first Periodical Estimate for Partial Payment for
indemnification consideration under the Agreement for enforceability by Florida Statutes.
28. PUBLIC ENTITY CRIMES. "As provided in F.S. 287,132-133, by entering into this
contract or performing any work in furtherance hereof, the contractor certifies that it, its
affiliates, suppliers, subcontractors and consultants who will perform hereunder, have not
been placed on the convicted vendor list maintained by the State of Florida Department of
Management Services within the 36 months immediately preceding the date hereof, This
notice is required by F.S. 287.133(3) (a)"
29. POSTING OF BID TABULATIONS:
Bid tabulations with recommended awards will be posted for review by interested parties
at the Water Utilities Department prior to submission through the appropriate approval
process to the Board of County Commissioners for final approval of award, and will
remain posted for a period of five (5) business days. Failure to file a protest to the
Director of Purchasing within the time prescribed in County Purchasing Ordinance 93-27,
Section (IV) (D), shall constitute a waiver of proceedings under the referenced County
ordinance.
30. NON DISCRIMINATION CLAUSE: It is the express policy of the Board of County
Commissioners of Palm Beach County, Florida, that Palm Beach County shall not _.
conduct business with nor appropriate any funds for any organization that practices
discrimination on the basis of race, Color, national origin, religion, ancestry, sex age,
marital status, sexual orientation or disability.
31. SALES TAX EXEMPTION: Palm Beach County, Florida is a political
subdivision of the State of Florida. The Board of County Commissioners of Palm Beach
County, Florida, is the governing authority and, as such, is exempt from paying sales tax
imposed by the State. State Tax Exemption No. 60-22-115197-53C, Exemption
certificate will be made upon request.
END OF SECTION
IB-12
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MINORITY/WOMEN BUSINESS ENTERPRISE PROGRAM
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Bid Reauirements
Item 1 - Policy
It is the policy of the Board of County Commissioners of Palm Beach County, Florida,
that Minority and Women Business Enterprises (M/WBEs) have the maximum practical
opportunity to participate in the competitive process of supplying goods and services to
the Count . o that end the Board of County Commissioners enacted ordinances
which set forth the County's requirements for the M/WBE program. Such ordinances
are codified in the Palm Beach County Code at Sections 2.71 through 2.80.13.
Compliance with the requirements contained in this section shall result in a -bidder being
deemed responsive to M/WBE requirements. The M/WBE provisions of the Palm
Beach County Code, as amended, are applicable to this solicitation and shall have
precedence over the provisions of this solicitation in the event of a conflict.
Item 2 - M/WBE Goals
The County has established a goal of this pro_ ject as a policy statement where
prospective bidders are encouraged to utilize articipation -or this
solicitation, inclusive of all alternates and change orders. is goalis a minimum and
rounding up of participation percentages will not be accepted. <NOTE: If Minimum
categorical goals are established they should be stated here.
Item 3 - Ranking of Responsive Bidders
Bidders who meet the established goals or exercise sufficient good faith efforts to do
so, as provided on Schedule 3, will be deemed to be responsive to M/WBE
requirements. When evaluating bids for award in which the apparent low bidder is
determined to be non -responsive to the M/WBE requirements, the County will award
the contract to the low bidder responsive to M/WBE requirements as long as the bid
does not exceed the low bid, otherwise responsive to the bid requirements, by ten
ercent. In procurements where the low bid exceeds $1,000,000 but is less than
10,000,000, the contract shall be awarded to the lowest bidder responsive to M/WBE
requirements provided that bid does not exceed the low bid, otherwise responsive to
the bid, by $100,000 plus one percent of the total bid in excess of $1,000,000. In
procurements where the low bid exceeds $10,000,000, the contract shall be awarded to
the lowest bidder responsive to the M/WBE requirements provided that the bid does not
exceed the low bid, otherwise respponsive to the bid, byy $100,000 plus one percent of
the total bid in excess of $1,000,000 up to $10,000,000 and plus two percent of the
total bid in excess of $10,000,000.
Item 4 - Bid Submission Requirements
Bidders are required to submit with their bid the appropriate M/WBE schedules in order
to be deemed responsive to the M/WBE requirements. M/WBE documentation to be
submitted is as follows:
Schedule 1 - List of Proposed M/WBE Subcontractors
This list shall contain the names of all M/WBE subcontractors intended to be
used in performance of the contract if awarded. The type of work to be
performed by each subcontractor and the dollar value shall also be specified.
Schedules) 2 - Letter(s) of Intent to Perform as a M/WBE Subcontractor
One Schedule 2 for each M/WBE Subcontractor listed on Schedule 1 shall be
completed and executed by the proposed M/WBE Subcontractor. Additional
copies may be made as needed.
MWBE-1
Schedule 3 - Statement of Good Faith Efforts
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This Schedule shall be submitted if the goals established for this solicitation are
not met.
NOTE: A prime bidder certified by Palm Beach County as a M/WBE must complete
ccheaules 1 and 2 if they propose to use any M/WBE subcontractors. M/WBE bidders
are not exempt from meeting goals. The amount of work to be done by a MM/BE prime
bidders own forces may be counted toward goal attainment, but such amounts must be
identified in the bid submittal. Failure to submit the necessary M/WBE documentation
to establish that the goals have been met or good faith efforts exercised may result in
the M/WBE bidder being deemed non -responsive to the M/WBE requirements.
Item 5 - M/WBE Certification
Only those firms certified by Palm Beach County at the time of bid 'opening shall be
counted toward the established M/WBE goals. IT TAKES UP TO SIXTY (60)) DAYS TO
BECOME CERTIFIED AS A M/WBE WITH PALM BEACH COUNTY. if a firm is
certified _by another jurisdiction, a request may be submitted to the Office of Small and
Minority/Women Business Assistance in advance of the bid submittal deadline for
validation of that certification by Palm Beach County. However, such firms will not be
counted toward goal attainment unless certification is approved prior to bid opening. It
is the responsibility of the bidder to confirm the certification of an proposed M/WBE;
therefore, it is recommended that bidders contact the Office of Small and
Minority/Women Business Assistance at (561) 233-1550 to verify certification.
Item 6 - M/WBE Supplier
All bidders may count sixty percent (600/9) of their expenditures to certified M/WBE
suppliers that are not manufacturers, provided that the M/WBE supplier(s) performs a
commercially useful function.
Item 7 - Responsibilities After Contract Award
All bidders hereby assure that they will meet the M/WBE participation percentages
submitted in their respective bids with the subcontractors contained on Schedules 1 & 2
and at the dollar values specified. Bidders agree to provide any additional information
requested by the County to substantiate M/WBE participation.
The successful bidder shall submit "M/WBE Activity Form" (Schedule 4) and "M/WBE
Payment Certification Forms" (Schedule 5) with each payment application. Failure to
provide these forms may result in a delay in processing payment or disapproval of the
invoice until they are submitted. The "M/WBE Activity orm" is to be filled out by the
Prime Contractor and the "M/WBE Payment Certification Forms" are to be executed by
the M/WBE firm to verify receipt of payment.
Item 8 - M/WBE Substitutions
After contract award, the successful bidder will only be permitted to replace a certified
M/WBE subcontractor who is unwilling or unable to perform. Such substitution must be
done with other certified M/WBEs in order to maintain the M/WBE percentages
submitted with the bid. If a bidder cannot find a certified M/WBE to replace the
on inally proposed M/WBE, the bidder must establish that they exercised good faith
efforts in an attempt to do so. Requests for substitutions must be submitted to Palm
Beach CountyWater Utilities Department and the Office of Small and
Minority omen Business Assis ance.
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SCHEDULE 2
LETTER OF INTENT TO PERFORM AS A M/WBE SUBCONTRACTOR
PROJECT NO.
TO:
(Name of Prime Bidder)
PROJECT NAME:
The undersigned is certified by Palm Beach County as an (check one):
Black Business Enterprise _
Women Business Enterprise
Hispanic Business Enterprise
Other (Please Specify)
Date of Palm Beach County Certification:
The undersigned is prepared to perform the following described work in connection with the
above project (Specify in detail particular work items or parts thereof to be performed):
at the following price:
(Subcontractor's quote)
and will enter into a formal agreement for work with you conditioned upon your execution of a
contract with Palm Beach County.
If undersigned intends to sub -subcontract any portion of this subcontract to a non -minority
subcontractor or supplier, the amount of any such subcontract must be stated: $
The undersigned subcontractor understands that the provision of this form to prime bidder does
not prevent subcontractor from providing quotations to other bidders.
(Print name of M/WBE Subcontractor)
(Signature)
(Print name/title of person executing on
behalf of M/WBE Subcontractor)
Date:
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SCHEDULE #3
STATEMENT OF GOOD FAITH EFFORTS
BIDDER:
PROJECT NO. U9 q `
DATE:
PROJECT NAME:- AvIVy/IG COZ l
This form is to be completed if bidder fails to achieve the MNVBE goals established for
this project. The bidder is allowed to use an alternate method that demonstrates the
good faith efforts made to meet the goals established as long as all of the requested
information is included. Failure to include all requested information shall result in the bid
being determined as non -responsive to the MNVBE requirements.
The following list is not intended to be exclusive or exhaustive and the County will look
not only at the different kinds of efforts the bidder has made, but also the quality, quantity,
intensity and timeliness of those efforts. It is the responsibility of the bidder to exercise
good faith efforts. Any act or omission by the County shall not relieve the bidder of this
responsibility.
Criteria listed below are excerpted from Palm Beac
Section X, as amended. A response is required to
Additional pages may be added as necessary.
Attendance at Pre -bid conference, if held:
V.-L yes no not held
h
County Ordinance No. 93-28,
address each cited paragraph.
1 2. Whether and when the bidder provided written notice to all certified M/WBEs
listed in the Palm Beach County MNVBE Directory that perform the type of work to
be subcontracted and advising the M/WBEs of the specific work the bidder intend
to subcontract; that their interest in the contract is being solicited; and how to
obtain information for the review and inspection of contract plans and
specifications.
All letters from bidders to prospective MNVBE subcontractors must be most marked or fax
recorded a minimu
m of 12 calendar days prior to the bid opening-
- Provide complete list of all MNVBEs solicited.
MWBE-5
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- Provide DATE letters were transmitted (MNVBEs will be canvassed as to
who sent them letters and what date they were received.) Provide a copy of solicitation
and all other letters sent to MNVBEs. Recommended information in your solicitation letter
1 can include, but not be limited to, the following:
• Project specific information.
• Your willingness to assist with supply purchases.
• Bonding requirements of your firm.
• Any assistance your firm will be giving regarding bonding
requirements, lines of credit and insurance requirements.
• Availability of specifications and plans through your office.
Best time to reach you by phone (MNVBE .firms will be canvassed
regarding your responsiveness to their calls and project information
they received from your firm.)
• Bid opening date and all addendum information.
• Your requirements/time frames/payment schedules.
Attachment 3.A may be used to record the information required to show compliance with
this section.
3. Whether the bidder selected feasible portions of work to be performed by
M/WBEs, including, where appropriate, breaking contracts or combining elements
of work into feasible units. The ability of the bidder to perform work with its own
work force will not in itself excuse a bidder from making positive efforts to meet the
established goals.
IIf appropriate, detail any subcontracting category that you have broken down to
assist MNVBE firms and list firms that have been made aware of this reduced scope.
ISubcontracting Catego MNVBE Firm
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MWBE-6
4. Whether the bidder considered all quotations received from M/WBEs and for
those quotations not accepted, the bidder shall provide an explanation of why the
M/WBE will not be used during the course of the contract. Receipt of lower
quotation from non-M/WBE will not in itself excuse a bidders failure to meet project
goals.
List all MNVBE firms who quoted this project; the amount quoted and the
successful subcontractor (if not the MNVBE firm) and their quote.
Name of MNVBE's Name of non-MNVBE Subcontractors
MNVBE Quote vs. Subcontractor Quote
Chosen
5. Whether the bidder provided interested M/WBEs assistance in reviewing the
contract plans and specifications.
Name the MNVBE firms provided assistance and describe how your firm provided
such assistance.
MWBE-7
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6. Whether the bidder assisted interested M/WBE firms in obtaining required
bonding, lines of credit or insurance if such assistance was necessary.
If the project was above $200,000 or exempt from the County's Bond Waiver
Program, name the M/WBEs assisted and describe the assistance provided.
7. Whether the bidder advertised in general circulation, trade association,
and/or minority/women - focused media concerning the subcontracting
opportunities.
The minority focused papers include-
Black
Florida Photo News
Palm Beach Gazette
Hispanic
El Latino Semanal
Alma Latina
La Voz Hispana
Pennysaver
List which papers carried your ad and attach a copy of the ad.
8. Whether the bidders followed up initial solicitations of interest by contacting
M/WBEs to determine with certainty whether the M/WBE was interested.
MWBE-8
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Name the M/WBEs you followed up with and describe your follow up efforts.
Whether the bidder negotiated in good faith with interested M/WBEs, not
rejecting M/WBEs as unqualified without sound reasons and based on a thorough
investigation of their capabilities.
a) Provide a detailed statement of the reasons why subcontracts were not
entered into with a sufficient number of M/WBEs to meet the established
goals.
b) Provide a list of M/WBE subcontractors you deemed unqualified and
provide an explanation for the conclusion you reached.
MWBE-9
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c) For those MA BE subcontractors contacted but determined to be
unavailable, provide either:
i) a signed letter to the bidder from the M/WBE stating they are
unavailable;
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ii) a statement from the bidder that the M/WBE subcontractor refused
to submit a letter after a reasonable requests; and a detailed
statement from the Bidder of the reasons for the bidder's conclusion.
1
10. Whether the bidder effectively used the services of
available minority/women
community organizations; minority/women contractors`
groups; local, state and
federal minority/women business assistance offices; and other organizations that
provide assistance in the recruitment and placement of
minority/women business
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enterprises.
T I i list f The following is a partial st o M/WBE organizations that
may be helpful in locating
eligible M/WBEs.
Organization Contact
Phone
Palm Beach Co. Office of M/WBE Pamela Hart/
561-233-1560
Allen Gray
Department of Airport, DBE Program Notye Brewington
561-471-7456
Florida Dept. of Management Svcs. Samatha Meek
904-487-0915
Palm Tran, DBE Program Rudy Umans
561-233-1166
Minority Contractors' Assn. John Elliot
561-793-0476
N.A.W.I.C. Debbie Rhoads
561-833-0333
Florida Dept. of Transportation Howard Jemison
904-488-3145
Broward County Office of M/WBE
954-357-7800
Hispanic Human Resources Lou Martinez
661-641-7400
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MWBE-10
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Metropolitan Dade County Milton Vickers
Minority Business Development Ctr. Rosalind Murray
PBC School Bd. Office of Equity Al Jones
Broward Cty. School Board
West Palm Beach, Office of MWWBE Linda Gordon
South FL. Water Mgmt. District Carolyn Williams
List minority/women organizations contacted.
(A minimum of three organizations must be contacted.)
Organization
Person Contacted
305-236-7317
561-863-0895
561-624-2374
306-765-6000
561-659-8029
561-686-8800
Date Contacted
11. Whether the bidder has utilized M/WBE subcontractors on other County
contracts within the past six months.
List any Palm Beach County projects your firm has performed in the last six (6)
months, the M/WBE subcontractors utilized and the dollar value of the MNVBE's
subcontractor.
Project Name
M/WBE Firms Used Dollar Value
MWBE-11
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12. Describe any additional efforts or circumstances which may assist the County in
determining Good Faith Efforts.
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SCHEDULES
MNVBE PAYMENT CERTIFICATION
This to certify that
MMIBE Subcontractor
received (Monthly) or (Final) payment of $ on
from for labor and/or materials used on
(Prime Contractor)
PROJECT NO. , PROJECT NAME
PRIME CONTRACTOR:
(Company Name)
M
(Signature)
(Print Name & Title of Person Executing on behalf
of Contractor)
STATE OF FLORIDA
COUNTY OF
Sworn to and subscribed before me this
-B1361G1ff 7'I�O-YO
(Company Name)
BY:
(Signature)
(Print Name & Title of Person Executing on behalf of
Subcontractor)
day of
19 by
Notary Public, State of Florida
Print, Type or Stamp
Commissioned Name of Notary
Personally Know OR
Produced Identification
Type of Identification Produced
STATE OF FLORIDA
COUNTY OF
Sworn to and subscribed before me this day of , 19 by
Notary Public, State of Florida
Print, Type or Stamp
Commissioned Name of Notary
Personally Know OR
Produced Identification
Type of Identification Produced
DUE: To be submitted with Pay Request, immediately following any payment to the M/WBE
from the Prime Contractor.
End of Section
MWBE-14
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PROCEDURE FOR FRONT-END LOADING
AND UNBALANCED BIDS
PURPOSE
This procedure applies to all County -wide construction contracts and provides for the
following:
1. Specific standard language to be included in all construction bids which allows for
rejection of bids which are found to be front-end loaded or containing unbalanced
line items;
2. A standard list of definitions for terms used in construction bidding;
3. Detailed payment provisions pertaining to specific items in which the possibility of
front-end loading or unbalanced bidding may most frequently occur; and
4. A specific process and procedure by which all County Departments shall review
bid submittals to identify, as part of the bid evaluation, possible front-end loading
and unbalanced bids; and a methodology for determining under which conditions
County staff may wish to recommend rejection of a front-end loaded or unbalanced
bid.
5. As a minimum, the following process shall apply to the bidding and awarding of all
County construction contracts:
All bids for construction shall comply with the following clause:
"Bids which are determined by the County to be unbalanced bids or which
contain unbalanced line item pricing when compared to competitor's bids for
the same item and standard industry prices, and which significantly deviate
from the County's determination of acceptable line item pricing, may be
rejected by the County".
DEFINITIONS
For the purposes of this procedure, the following terms shall be defined as indicated.
Bid verification: The County may ask a bidder to verify in writing the accuracy
of its bid. Once a bid has been verified, the County shall not accept further verification
from the contractor after contract award.
FEL-1
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Bid clarification: If anything more than a simple verification of bid is required, it
becomes a bid clarification. I
Examples would be an explanation of how a bidder arrived at its bid price or how it
intended to perform the work. I
Clearing and Grubbing: This item may include, but not limited to:
<> removal and disposal of trees, stumps and roots
c> removal of existing pavement, buildings and structures
<> removal of debris, and other items necessary to prepare the site for
construction, including leveling of the terrain.
Front-end loading of bids: This occurs when a bidder submits a relatively
high price on items which are normally completed, or substantially completed, in the early
phases of construction. These items may include: mobilization, clearing and grubbing,
traffic control, insurance and bonds, and/or stored materials. In this context, these items ,
would be billed at the beginning of the project and, if paid as billed, result in excess
County money expended at the beginning of the project. In essence, the County would
then be floating the debt or financing much of the construction project for the contractor.
Lump Sum, Fixed -Price bid: A bid wherein the bidder submits a total dollar
amount offer, and line items and unit prices are not indicated.
Maintenance of Traffic: This item may include, but is not limited to:
<> construction of detour facilities
<> providing access to local residents
<> providing signals, barricades and flag persons
Milestone: A significant point in the completion of a project, generally
distinguished within a project schedule.
Mobilization:This item may include, but is not limited to: I
<> movement of personnel, equipment & supplies to the job site,
<> establishment of temporary offices, buildings, and sanitary facilities
<> bonds
<> insurance
<> other related preconstruction expenses
FEL-2 1
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Progress payments: Refers to the County's contractual obligation to make
incremental payments to the contractor based on the amount of work completed to date.
In the absence of a progress payment clause in the contract, the County would not be
obligated to make any payment until the entire project has been completed and accepted.
Progress schedule: This includes planning and scheduling the work in a
manner which will result in timely completion. In the absence of a contract requirement to
the contrary, the establishment and maintenance of a progress schedule is left to the
discretion of the contractor.
Project manager: An individual of the County or a consultant retained by the
County on a contracted basis who provides the administration, review and coordination
services on any construction project.
Retainage: A portion of the contractor's earned progress payment which is
retained by the County until the work is complete. Retainage protects the County against
defective workmanship and the claims by unpaid suppliers and subcontractors as well as
providing an incentive for the contractor to complete the work.
Schedule of values: A schedule of values is derived from an intended progress
schedule and the estimated cost of the various components of the work. It is used by the
County as an administrative tool for facilitating computation of progress payments.
Total Offer, line item basis bid: A bid wherein unit prices are submitted for
individual items as well as an over-all total bid price.
Unbalanced bid items: Bid items in which the unit prices are not in line with
industry standards or averages for the items. For a bid to be balanced, each item must
carry its proportionate share of direct cost, overhead and profit. Unbalanced items which
are installed and billed at the beginning of a project also result in "front-end loading".
PAYMENT PROCEDURES
The following payment terms shall be part of the construction contract if any of the
specified items are expected to be completed at the beginning of the project:
I A.
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When the proposal includes a separate line item for mobilization, progress
payments will be made in accordance with the following schedule:
FEL-3
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Percentage of Allowable Percentage
Original Contract of the Lump Sum Price
Contract Amount for
Completed Mobilization*
5 25 1
10 50
25 75
50 100
* Progress payments for this line item shall be limited to ten (10%) percent of the
,
original contract amount for the entire project. Any remaining amount shall be paid
upon completion of all the work on the project
B. Clearing and Grubbing
This item shall be paid as a percentage of actual clearing and grubbing work
completed.
C. Maintenance of Traffic
This item shall be paid as a percentage of actual contract completed.
D. Stored Materials
Payment for stored materials will be made only for such stored materials which will
not be used on the project within a subsequent sixty (60) day time period or for
materials which are specially fabricated for the project. Stored materials must be
on site or verified to be stockpiled in an approved location. Payment may be made
at the invoice amount, unless otherwise indicated in the contract documents, for
stored materials purchased by the contractor. The contractor must submit to the
County a paid, original invoice and proof that the materials are insured prior to
payment by the County.
E. Retainage
,
Road construction contracts shall be paid on a percentage of completion basis,
less standard retainage of 5% until 90% completion, and 2-1/2% thereafter.
FEL-4 1
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Building and other construction contracts shall be paid on a percentage of
completion basis, less standard retainage of 1 Q% until substantial completion;
' thereafter a reasonable reduction to the percentage of retainage may be
considered by the County upon request from the contractor.
CONSTRUCTION CONTRACTS
1. Lump Sum, Fixed -Price Construction Contracts:
All construction bids which are requested on a fixed -price, lump sum basis wherein
' no line item -unit prices are requested, shall include line item estimating of the project
budget prior to bidding. The project manager shall estimate quantities and unit prices for
each line item to derive a total project estimate.
Upon receipt and subsequent award of bid, a pre -construction meeting(s) shall
occur to negotiate a schedule of values for each line item, based upon the quantity and
unit price estimates referenced above. One of the primary purposes of these negotiations
shall be to preclude front-end loading and unbalanced item pricing. The unit prices
negotiated as the schedule of values shall be the basis for comparing the amount of any
succeeding change orders in which identical line items are used.
The contractor must submit a detailed schedule and milestones for completion of the
project which must be approved by the County. This schedule and milestone dates shall
be compared to actual completion prior to approval of progress payments.
2. Total Offer, Line Item Basis Construction Contracts:
' All construction bids which include, as part of the bid proposal, line -item pricing as
well as a total offer, shall also include line -item estimating of the project by the project
manager prior to bidding.
Upon receipt of bids, the project manager shall compare the lowest over-all bid against
' the estimate for each line item; and shall further compare the lowest bid against the
average for each line item of all bids received. Should any of the line items appear to be
"front-end loaded" or "unbalanced", the project manager shall follow the following
procedures:
A. Review the pre -bid estimates for accuracy. Should a determination be
made that the estimates are substantially inaccurate as to cause a possible
windfall profit for the low bidder or that the inaccuracies may affect the
I FEL-5
competitiveness of the bid prices amongst the bidders, all bids shall be
rejected and the project re -bid with revised estimated quantities.
B. If the bid estimates are determined to be substantially accurate, the project
manager shall obtain bid verification and/or bid clarification from the low
bidder such that the contractor's pricing is sufficiently justified to the project
manager. Should pricing not be sufficiently justified, the project manager
may recommend, through his/her department head, that the Board of
County Commissioners reject the bid in accordance with the bid terms and ,
conditions.
3. Should any construction project result
budgeted (or estimated amount where there i
s
a. rejection of all bids and re -bid with revised specifications and/or scope of
work;
b. abandonment of the project; or
C. award of the bid to the lowest responsive and responsible bidder.
Should the latter alternative be selected, the award recommendation to the Board of
County Commissioners shall include a justification by the project manager for acceptance
of the bid pricing by the contractor recommended for award.
END OF SECTION
FEL-6
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PROPOSAL
' (Bid Form)
To the BOARD OF COUNTY COMMISSIONERS, PALM BEACH COUNTY, FLORIDA,
as party of the first part. This Proposal is made by
as party of the second part, whose business address is �f1/ 7
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(State whether Bidder is an individual, a partnership, a joint venture or a corporation)
'o ? c 4A/ , to construct and to do and to perform
all the Work in accordance with the Contract Documents for the project entitled ANNUAL
CONTRACT FOR RECONSTRUCTION OF SANITARY SEWER LINES, Project No.
WUD 99-48. Accompanying this Proposal is a Bid Security equal to five thousand
dollars $5,000.
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Accompanying this Proposal is a Bid Security for F V &&&ZLla /4/,,p
Dollars,
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(words)
°v ).
( umbers)
From vi=
Name of Surety
1. The undersigned party of the second part, does hereby declare that we have
satisfactorily familiarized ourselves with the nature and extent of the Contract Documents,
Work, site, locality where the Work is to be performed, the legal requirements (federal,
state and local laws, ordinances, rules and regulations), and the conditions affecting cost,
progress or performance of the Work and have made such independent investigations as
the parry of the second part deems necessary.
2. The undersigned does hereby declare and agree, if this Bid is accepted and
Bidder is notified of Award of the Contract, to enter into a written Agreement with the
Owner on the form of Agreement included in the Contract Documents (as defined in
Article 9 of the Agreement), to perform the Work as Specked or indicated in the said
Contract Documents entitled ANNUAL CONTRACT FOR RECONSTRUCTION OF
SANITARY SEWER LINES, Project No. WUD 99-48, and to complete the project for the
Contract Price and within the Contract Time indicated in this Bid and in accordance with
the Contract Documents.
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3. The undersigned does hereby accept all of the terms and conditions of the
Contract Documents, including without exception or limitation those in the Advertisement
for Sealed Bids and the Instructions to Bidders, with respect to the disposition of the Bid
Security.
4. The undersigned does hereby declare that it is the only person or persons
interested in the said Bid; that it is a genuine Bid not made in the interest of or on behalf
of any undisclosed person, firm or corporation and is not submitted in conformity with any
agreement or rules of any group, association, organization or corporation; that it is made
without any connection with any person submitting another Bid for the same Contract;
that this bidder has not directly or indirectly induced or solicited any other Bidder to submit
a false or sham Bid; that the Bid is in all respects fair and without collusion, fraud, or
mental reservations; that no official of the Owner or any person in the employ of the
Owner is directly or indirectly interested in said Bid or in the supplies of Work to which it
relates, or in any portion of the profits thereof; and that Bidder has not sought by collusion
to obtain for itself any advantage over any other Bidder or over the Owner.
6. The undersigned does hereby offer and agree to furnish all labor, equipment,
materials, tools, supplies, manufactured articles and services, and to furnish all
transportation and temporary services, including fuel, power, water, sewerage, drainage,
communications, and others not expressly shown or called for in the Contract
Documents, required to fully, faithfully and properly construct, perform and execute all
Work in the above entitled matter in accordance with the Contract Documents relating
thereto, and to furnish all labor, tools, implements, machinery, forms, materials,
equipment, supplies, manufactured articles, permanent services, temporary services and
transportation, necessary and proper for the said purpose at the prices named below for
the various items of the Work.
6. The undersigned does hereby declare that this Bid will remain good for the period
stated in the "Advertisement for Sealed Bids" unless otherwise required by law.
7. The undersigned does hereby agree that it will execute and deliver to the Owner
an Agreement therefor, containing all the terms, conditions, provisions, and covenants
necessary to complete the Work, according to the Contract Documents therefor, within
seven (7) calendar days of receipt of Notification of Intent to Award of the Contract from
the party of the first part, and if it fails to execute said Agreement and deliver same to the
Owner within said period of time, that the party of the first part shall have the power to
rescind said award and also retain for the Owner the Bid Security accompanying his
Proposal which shall become forfeited as liquidated damages.
BP-2
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8. The undersigned does hereby declare and agree that it will commence the Work
within ten (10) calendar days after receipt of written Notification to Proceed, and will
complete the Work within the time frame stated in the Agreement (Article 3), and shall
complete the Work fully and in every respect the � Work within the time
pecfied time frame
ed in said
Agreement, and, in case of failure to complete
stated in the Agreement (Article 3) and/or in case of failure to complete the Work fully and
in every respect on or before the time specified in said Agreement, so authorize the party
of the first part to employ such men, equipment, and materials as may be necessary for
the proper completion of said Work and to deduct the cost therefor from the amount due
under the Agreement.
9. The undersigned does hereby agree to execute the Agreement, performance
Bond and Payment Bond for the amount of the total of this Bid, and furnish bonds,
schedule of payment values, insurance certificates, swom statements and all other items
as may be required by the Contract Documents to the Owner within seven (7) calendar
days from the date when written Notification of Intent to Award of the Contract is received
at the address given on this proposal.
10. The undersigned does hereby declare and agree that we will, at our own expense,
insure all persons employed by us in prosecuting the Work hereunder against accident as
provided by the Contract Documents and by the Workmen's Compensation Laws of the
State of Florida.
11. The undersigned does hereby declare that the Bid covers all expenses of every
kind incidental to the completion of said Work and the Agreement therefor, including all
claims that may arise through damages or other causes whatsoever.
12. The undersigned does hereby declare that we shall make no claim on account of
any variation from any estimate in the quantities of Work to be done, nor on account of
' any misunderstanding or misconception of the nature of the Work to be done or the
grounds, subsurface conditions or place where the Work is to be done.
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13. The undersigned does hereby agree that the intent of these Contract Documents
is to obtain a Contract based on unit and lump sum prices applied to the various
respective portions of the Work, and declares that each Rem's price bid is stated in both
words and figures in the appropriate place in the Schedule of Prices Bid.
BP-3
14. The undersigned does hereby agree that in the event of a discrepancy between
the price written in words and the price written in figures, the former shall govern, and in
the event of an error or errors in the addition or multiplication of the prices bid in arriving
at a total or extension, the lump sum prices and extended unit prices of the individual
items bid shall govem, and the Award of the Contract shall be based on the recalculated
total price.
16. - Bidder accepts the provisions of the Agreement as to liquidated damages in the
event of failure to complete the Work in the time and in the manner prescribed by the
Contract Documents.
16. The undersigned does hereby acknowledge receipt of Addenda as listed below
' and agrees that it will be bound by all Addenda whether or not listed herein.
' t of Addendum No.l/ Date
Receipt 3 p
' 92 -X-
No. Date
No. Date
No. Date
No. Date
No. Date
17. Accompanying this Proposal is a certified check, or a cashier's check, or a Bid
Bond in an amount equal to five thousand dollars ($5,000) payable to the BOARD OF
COUNTY COMMISSIONERS, PALM BEACH COUNTY, FLORIDA, which is to be
forfeited if, in the event that this Proposal is accepted, the undersigned shall fail to
execute the Contract and furnish insurance certificates and satisfactory Contract Security
under the conditions and within the time specified in the Instructions to Bidders;
otherwise, said cashier's check or bid bond is to be returned as provided herein.
1 SP-4
I
1
1
18. Communications concerning this Proposal shall be addressed to the address of
the Owner indicated in the Advertisement for Sealed Bids.
19. The terms used in this Proposal which are defined in the General Conditions of the
Contract included as part of the Contract Documents have the meanings assigned to
them in the General Conditions.
20. The Bidder hereby agrees to comply with the excavation safety standards
promulgated under ' the Florida Trench Safety Act Safety Act, F.S. §553.60 (1993), including adherence to any special shoring requirements, if any, of the -State of Florida
and the County of Palm Beach, which may be applicable to this project.
To all the foregoing, and including the Schedule of Prices Bid required of the Bidder
herein contained in this Proposal, said Bidder further agrees to complete the Work
required under the Contract Documents within the Contract Time stipulated in said
' Contract Documents, and to accept in full payment therefor the Contract Price based on
the Total Bid Price per authorization named in the aforementioned Schedule of Prices
1 Bid.
SUBMITTED on
Bidder (type name):
Corporate Officer:_ rJOfl'Ai 14
(if applicable)
1 -
Title:
Address: H l 7 NW
/ Taig
Phone: %5 ` 0 2 Fax:��I�`i�
' Contractor's License No. a(/- CCU; GS6 7
Federal Tax I.D. No. 7G 04; 3
1 BP-5
11
' Authorized SIGNATURE: (as typed above)
A00- — I
ATTESTED BY (Secretary of Corporati 22:
Corporation Seal and State of Incorporation:
(if Corporation)
' The Bidder shall attach ah executed certificate authorizing the Contractor's representative
to sign the Bid on behalf of the Corporation, Partnership or Joint Venture, on the
appropriate form bound herein.
BP-6
PALM BEACH COUNTY
ANNUAL CONTRACT FOR RECONSTRUCTION
' OF SANITARY SEWER LINES
WUD PROJECT No. 99-48 R
BID SCHEDULE
ITEM
#
ITEM
DEPTH
UNIT PRICE
UNIT PRICE
DESCRIPTION
(feet)
UNIT
($/LF)
(in words)
Al
8" PIPE INSERTION
<4
LF
— did
A2
8" PIPE INSERTION
4 TO 8
LF
A3
8" PIPE INSERTION
�8
LF
A4
10"PIPE INSERTION
<4
LF
A5
10" PIPE INSERTION
4 TO 8
LF
A6
10" PIPE INSERTION
>8
LF
'
A7
12" PIPE INSERTION
<4
LF
A8
12" PIPE INSERTION
4 TO 8
LF
A9
12" PIPE INSERTION
>8
LF
A10
15" PIPE INSERTION
<4
LF
'
Al
15" PIPE INSERTION
4 TO 8
LF
Al2
15" PIPE INSERTION
>8
LF
A13
18" PIPE INSERTION
4
LF
A14
18" PIPE INSERTION
4 TO 8
LF
'
A15
18" PIPE INSERTION
>8
LF
A16
21" PIPE INSERTION
<4
LF
'
8
LF
A17
21" PIPE INSERTION
4 TO
AA
21" PIPE INSERTION
>8
LF
A19
24" PIPE INSERTION
<4
LF
A20
24" PIPE INSERTION
4 TO 8
LF
A21
24" PIPE INSERTION
>8
LF
J t
1
BP-7
PALM BEACH COUNTY
ANNUAL CONTRACT FOR RECONSTRUCTION
OF SANITARY SEWER LINES
WUD PROJECT No. 9948 R
BID SCHEDULE
ITEM #
ITEM
DESCRIPTION
DEPTH
(feet)
UNIT
UNIT PRICE
($/LF)
B1
8" CURED -IN -PLACE
<4
LF
�.3 �'-
82
8" CURED -IN -PLACE
4 TO 8
133
8" CURED -IN -PLACE
>8
LF
f.3
134
10" CURED -IN -PLACE
<4
LF
B5
10" CURED -IN -PLACE
4 TO 8
LF
136
10" CURED -IN -PLACE
>8
LF
7
137
12" CURED -IN -PLACE
<4
LF�
B8
12" CURED -IN -PLACE
4 TO 8
LF
139
12" CURED -IN -PLACE
>8
LF
Ord
B10
15" CURED -IN -PLACE
<4
LF
3 ��
1311
15" CURED -IN -PLACE
4 TO 8
LF
G 3 0'0
B12
15" CURED -IN -PLACE
>8
LF
o�
B13
18" CURED -IN -PLACE
<4
LF
3'
B14
18" CURED -IN -PLACE
4 TO 8
LF
7g v
B15
18" CURED -IN -PLACE
>8
LF
7� d;aq
B16
21" CURED -IN -PLACE
<4
LF
B17
21" CURED -IN -PLACE
4 TO 8
LF
3 ev
B18
21" CURED -IN -PLACE
>8
LF
celw
B19
24" CURED -IN -PLACE
<4
LF
(Z-7
B20
24" CURED -IN -PLACE
4 TO 8
LF
B21
24" CURED -IN -PLACE
>8
LF
BP-8
UNIT PRICE
(in words)
P7
6
PALM BEACH COUNTY
ANNUAL CONTRACT FOR RECONSTRUCTION
OF SANITARY SEWER LINES
WUD PROJECT No. 99-48 R
BID SCHEDULE
ITEM #
ITEM
utN I h
DESCRIPTION
(feet)
Cl
8" FOLD & FORM
<4
C2
8" FOLD & FORM
4 TO 8
C3
8" FOLD & FORM
>8
C4
10" FOLD & FORM
<4
C5
10" FOLD & FORM
4 TO 8
C6
10" FOLD & FORM
>8
C7
12" FOLD & FORM
<4
C8
12" FOLD & FORM
4 TO 8
C9
12" FOLD & FORM
>8
C10
15" FOLD & FORM
<4
C11
15" FOLD & FORM
4 TO 8
C12
16" FOLD & FORM
>8
UNIT PRICE
UNIT PRICE
UNIT
($/LF)
(in words)
LF
cv-'
LF
..
THi�i Y SiX �" a'ldo
LF
LF
T
LF
LF
¢
,' 7l�ifF�-' OOL-
LF
o T 4
LF
i • �/oo
LF
LF
6 _
LF
/yo `
LF
SP-9
1
PALM BEACH COUNTY
ANNUAL CONTRACT FOR RECONSTRUCTION
OF SANITARY SEWER LINES
WUD PROJECT No. 99-48 R
BID SCHEDULE
1
'
ITEM
DESCRIPTION
Reconnect Service Lateral
(Pipe Insertion)
Reconnect Service Lateral
(Pipe Insertion)
Reconnect Service Lateral
(Pipe Insertion)
Reconnect Service Lateral
(Cured -in -Place)
Reconnect Service Lateral
(Fold and Form)
Install Clean Out On Service
Lateral
Pipe Insertion Lateral
Reconstruction up to 20 LF
Pipe Insertion Lateral
Reconstruction in excess of 20 LF
DEPTH
(feet)
<4
4 td 8
>8
1
N/A
N/A
N/A
N/A
N/A
UNIT
EACH
EACH
EACH
EACH
EACH
EACH
EACH
LF
PRICE
(ffi/UNIT)
A% -Ap
30002
oJo
/ �•
�5
o
No AO
UNIT PRICE
(in words)
'0
/yo
-
iv ����
A
N0 a
%�
ITEM #
D1
D2
ff
64
D5
E1
F1
F2
G1
Cured -In -Place Lateral
Reconstruction up to 20 LF
N/A
EACH
1%
,
W47 1Y1Z9
62
Cured -In -Place Lateral
Reconstruction in excess of 20 LF
N/A
LF
4/10
Arlo %dip
H1
H2
Fold & Form Lateral
Reconstruction up to 20 LF
Fold & Form Lateral
Reconstruction in excess of 20 LF
N/A
N/A
EACH
LF
/00 /.SAD
N0 /,qv
yo „���
BP-10
1
1
1
A
PALM BEACH COUNTY
ANNUAL CONTRACT FOR RECONSTRUCTION
OF SANITARY SEWER LINES
WUD PROJECT No. 9948 R
BID SCHEDULE
ITEM #
ITEM
DEPTH
UNIT PRICE
UNIT PRICE
DESCRIPTION
(feet)
UNIT
($/UNIT)
(in words)
11
POINT REPAIR
<4
EACH
40
Sit 7,Y-aa r/p=
8", 10" OR 12" PIPE
,no
12
POINT REPAIR
4 TO 8
EACH
CIO
B", 10" OR 12" PIPE
13
POINT REPAIR
>8
EACH
��
8", 10" OR 12" PIPE
14
POINT REPAIR
<4
EACH
15",18",21" OR 24" PIPE
15
POINT REPAIR
4 TO 8
EACH
�D -�'Od
15„,18 ,21 OR 24 PIPE
16
POINT REPAIR
>8
EACH
15",18",21" OR 24" PIPE
Ave w�rp
J1
INDEMNIFICATION
N/A
$20.00
Twenty Dollars
NOTE: Any Associated Reconnection of Service Laterals, Cleanout Installations on
Service Laterals, Pie Insertion Service Lateral Lining, Cured -In -Place Service Lateral
Linin , Fold -and -Form Service Lateral Lining and Point Repairs will be erformed on an
as needed basis by the lowest responsive, responsible bidder for each item of Pipe
Reconstruction.
The preceding bid for construction of ANNUAL CONTRACT FOR RECONSTRUCTION
OF SANITARY SEWER LINES is based on the Contractor's furnishing of materials from
the manufacturers or suppliers listed below. If more than one manufacturer is listed for
any item, the Owner reserves the right to select one of those manufacturers for that item.
TE.vSicf- Sri�r� a - 638
7r F r� O - 790
tZ k 4 A ✓ NE
Item Type ASTM Classification Manufacturer
i
Item Type ASTM Classification Manufacturer
Item
Type
ASTM Classification
Manufacturer
Item
Type
ASTM Classification
Manufacturer
Item
Type
ASTM Classification
Manufacturer
Item
Type
ASTM Classification
Manufacturer
Item
Type
ASTM Classification
Manufacturer
Item
Type
ASTM Classification
Manufacturer
Item
Type
ASTM Classification
Manufacturer
Item
Type
ASTM Classification
Manufacturer
Contractor shall submit manufacturer's data sheets with the Bid Proposal for their
products including material, ASTM Classification, and ASTM Testing and Installation
Specifications.
Contractor shall submit descriptive data on equipment with his Bid Proposal including
size, type, model, operating characteristics and efficiencies.
BP-13
CONTRACTOR QUALIFICATION FORM
I
PROJECT NAME: ANNUAL CONTRACT FOR RECONSTRUCTION OF SANITARY
I SEWER LINES
I PROJECT NO.:WUD 99-48
Please fill this questionnaire out completely. This form is used to qualify all contractors
interested in bidding on Palm Beach County construction contracts. Additional information
may be required. Failure to respond to this questionnaire may result in a bid being
considered as non -responsive.
In order for this office to properly qualify your firm and its bid proposal for the referenced
project, please provide the following information:
4.
Contractor's Legal Name and Address:
Name:
Address:
City: State:
Check One: Corporation:
Individual:
If a Corporation, state:
Date of Incorporation: k4 % 1-T
State in which Incorporated: 09--A-
FA
FZ
Partnership:
Joint Venture:
Zip:
If an out-of-state corporation which is currently authorized to Po business in the
State of Florida, give the date of such authorization: Z 3/
BP44
10
g, Names and Titles of Principal Officers: Date Elected
z IzI
TORNSic 12
B. If a Partnership, state:
Date of Partnership:
Type of Partnership (General or Limited):
Names and Addresses of Partners:
7. If Joint Venture, state:
Date of Joint Ventureship:
Names and Addresses of Joint Venturers:
SP-16
IB. If Sole Proprietorship, state:
1 Name and Address of Sole Proprietor:
11
' 9. List State, County or other Public agencies in which your organization is qualified
to perform work by some means of pre -qualification:
n P Trade iwhich Expiration Amount
Agency Qualified Date Approved
v Ly &TE lZ
V c&
i t Z / i Ell, 4
LJ
10. Has your organization or any member been involved in any litigation or arbitration
within the last ten (10) years as a result of construction contracts, including but not limited
to liens, defective performance or workmanship? If yes, provide the following information
for each case (attach additional sheets as necessary):
(A) Style or caption of litigation or arbitration:
(B) All parties to such proceedings:
u
BP-16
(C) Names, Addresses, and Telephone Numbers of Attorneys for each party:
yo c
(D) Date Litigation Started: _ ^' fVG.AI,C
(E) Status of Case:
(F) Provide an explanation of each claim by and against each party (Attach additional
sheets as necessary).
11. Have you or any principal of your company ever declared bankruptcy?
Yes No
If yes, provide dates and particulars:
Date
Reason
BP-17
12
W
List three (3) construction related credit references:
Name
Address
List all subsidiaries or holding companies:
Phone No.
407
14. List corporate names or business names under which each of the principals in the
present corporation have done business for the last ten (10) years:
BP-18
I
I
I
1-1
11
15. List major subcontractors and suppliers from your three (3) largest projects over
the last two (2) years:
Project Nam_ a Subcontru . Contract Phone No.
Ca,FAt S�yAA,4 3
16. State construction experience of principal members of your organization:
Years Type Cost In What
Name Title rimer_ Work Range Ca aci
V12 ��� ZU OOD 060. ~' MI.�A1iOGL1��
�1Cs� Nt3twL � � Ga.�rntr crs�+ac. O� r.r2�
BP-19
18. Have you ever failed to complete work awarded to you? If so, where and why?
19. List not less than six (6) projects of similar size, type and cost that your
organization has completed in the last four (4) years. (List similar Florida public works
projects first. Attach additional sheets as desired.)
A. Name of Project: _ �4L','_
Address:
Owner: (: 1 i'
BP-20
I
I
11
f]
Owner's Address: 7 C� SAS
Owner's Phone No.: ll
Engineer:
FKA
Engineers Address:
Engineers Phone No.:L 5-4�- ! q,6 -
Contract Amount: Date of Completion:
Name of Liner Manufacturer/Supplier.
Amount of Liner Installed (Linear Feet): ZOO om /-F
Was project completed within the allowed contract time?
Yes •-' No
Percentage of the cost of the work done by your own forces %
B. Name of Project:6--)�`' i
Address: a141 I8'1+Ae 1 '
Owner: All,A0
z
Owners Address: ¢ S /331y�
Owners Phone No.: L34�.—
Engineer:
Engineers Address:
Engineers Phone N
Contract Amount: g /,� Date of Completion: /4
Name of Liner Manufacturer/Supplier:
BP-21
Amount of Liner Installed (Linear Feet): /C� L
Was project completed within the allowed contract time?
Yes ,/ No
1
Percentage of the cost of the work done by your own forces
C. Name of Project:
1
Address: V /Dos -
Owner:
Owner's Address: G
'
Owners Phone No.: , Lq
Engineer:
Engineer's Address: (,'��AAz,,1 Vkkavi�v A'e :?30,21
Engineer's Phone No.. ���J c7r - G�
Contract Amount: 6. Date of Completion: &62A?g
1
Name of Liner Manufacturer/Supplier:
Amount of Liner Installed (Linear Feet): Z4 i=
Was project completed within the allowed contract time?
Yes No
��
Percentage of the cost of the work done by your own forces d 0 %
D. Name of Project:.A UT�Ti
Address:
1
'
Owner: ii F r✓
Owners Address: 3K�� 2,�/333�s
Owner's Phone No.: q
BP-22
Engineer:
,)
Engineer's Address: oZOf AA
i T�9vD.�4Gi //
'
Engineer's Phone No.:_� —
Contract Amount: 3 Date of Completion: ? S�
SiQ
Name of Liner Manufacturer/Supplier:_
Amount of Liner Installed (Linear Feet): �/00
Was project completed within the allowed contract time?
Yes No
Percentage of the cost of the work done by your own forces Q 0 %
E. Name of Project:
Address:
Owner: C/ri' i
1
Owners Address: 3,900 f�
J
Owner's Phone No.:
r
Engineer:
Engineer's Address:
Engineer's Phone No.:
Contract Amount: 4�Date of Completion: /� / elo
Name of Liner Manufacturer/Supplier: C FZE
Amount of Liner Installed (Linear Feet): D 1 000 �-
Was project completed within the allowed contract time?
BP-23
Yes
Percentage of the cost of the work done by your own forces
F. Name of Project:
Owner:
Owner's Address:
Owner's • - •
/7�/�
00
Engineer:
4-61ae"21�-2av
f�
i�
C
C
I
1
u
Ll
Engineer's Address: I ze
Engineer's Phone No.:��.5�%� q49;;, D2YZ
Contract Amount: Date of Completion:r'/
q -
Name of Liner Manufacturer/Supplier_ G d�oLL
Amount of Liner Installed (Linear Feet):_ !g 06V
Was project completed within the allowed contract time?
Yes No
Percentage of the cost of the work done by your own forces
20. Name of the person who inspected the site of the proposed work for your firm:
G14N le,�xowr 3/?o1gq
Name: Date of Inspection:
BP-24
L�
1
1
1
21. ATTACH TO THIS BID an executed Non -Collusive Affidavit on the form bound
herein.
22. ATTACH TO THIS BID authorization for the Contractor's representative to sign the
Bid on behalf of the Corporation, Partnership or Joint Venture on the appropriate form
bound herein.
23. ATTACHED TO THIS BID Executed M/WBE Schedules per the
requirements in the Instruction to bidders and the NVWBE Section.
LIST OF SUBCONTRACTORS:
The Bidder shall list below the name and business address of each subcontractor who
will perform Work under this Bid in excess of five percent (5%) of the Contractor's Total
Bid Price, per authorization and shall also list the portion of the Work which will be done
by each such subcontractor. Bidders shall also identity whether a subcontractor listed is
an MBE/WBE subcontractor and the portion of the Work which will be done by such
subcontractors. After opening of the Bids, no changes or substitutions of subcontractors
will be allowed except as otherwise provided by law and approved by the Owner. The
listing of more than one subcontractor for each item of Work to be performed with the
words "and/or" will not be permitted. The subcontractors are subject to approval by the
Owner in accordance with Article 27 of the General Conditions.
Failure to comply with this requirement may render the Bid non -responsive and may
cause its rejection.
BP-26
Subcon-
tractor Percent
Work to be License of Total Subcontractor's M ESMO�
Performed Number Contract Name & Address (Y
6
e
4
5
R
7
BP-26
1
NON -COLLUSIVE AFFIDAVIT
IState of L olfllolq )
SS:
County of 11
1 0 � being first duly swum,
deposes and says that:
1 He is the
(Owner, Partner, Officer, Representative or Agent)
Sof M .0 — k i��7 �S _6 �T G
the Bidder that has submitted the attached Bid;
(2) He is fully informed respecting the preparation and contents of the attached
Bid and all of the pertinent circumstances respecting such Bid;
(3) Such Bid is genuine and is not a collusive or sham Bid;
(4) Neither the said Bidder nor any of its officers, partners, owners, agents,
representatives, employees or parties in interest, including this affidavit, have in any way
colluded, conspired, connived or agreed, directly or indirectly, with any other Bidder, firm,
or person to submit a collusive or sham Bid in connection with the Contract for which the
attached Bid has been submitted; or to refrain from bidding in connection with such
Contract; or have in any manner, directly or indirectly, sought by agreement or collusion,
or communications, or conference with any Bidder, firm, or person to fix the price or prices
in the attached Bid or of any other Bidder, or to fix any overhead, profit, or cost elements
of the Bid Price or the Bid Price of any other Bidder, or to secure through any collusion,
' conspiracy, connivance, or unlawful agreement any advantage against (Recipient), or any
person interested in the proposed Contract;
(5) The price or prices quoted in the attached Bid are fair and proper and are not
tainted by any collusion, conspiracy, connivance, or unlawful agreement on the part of the
Bidder or any other of its agents, representatives, owners, employees, or parties in
interest, including this affidavit.
1 BP-27
1
[I
11
1
Lj
it
1
it
I
Dated on Mwee0 , 19
Contractor
ignature)
Title VcE--
Corporate Seal
(if Corporation)
State of I
County of
The foregoing instrument was acknowledged before me this a day
of , IC by 7 _ , who is person
known to me or has produced (type of identification) as
idid n i ication and who did (did not) take the oath.
BP-28
■r1E
UT IL I
MAP N- ARR
' MADSEN-BARR/
PHILIP UTILITIES MANAGEMENT CORPORATION, INC.
The undersigned, being all the directors of MADSEN-BARR/PHILIP UTILITIES
MANAGEMENT CORPORATION, INC. (hereinafter referred to as the "Corporation"), by their
signatures below hereby enact and resolve as follows:
BID AND PROPOSAL SIGNING AUTHORITIES
NOW THEREFORE BE IT RESOLVED THAT:
1. any one (1) of Mark Hams, John J. Ban-, John Rinehart, Mike Cannon, Nick Erro, Bruce
Noble, Jim Lawrence, Peter Lane or Colin Soule be and he is hereby authorized to submit
unbonded bids, proposals, or contracts for and on behalf of the Corporation where the
' aggregate cost of the services to be provided by the Corporation pursuant to such bid or
proposal is less than or equal to but does not exceed two million dollars ($2,000,000);
2. any one (1) of Mark Harris, John J. Ban-, Bruce Noble, Jim Lawrence, Peter Lane or Colin
Soule be and he is hereby authorized to submit bonded bids, proposals, bonds, or contracts
for and on behalf of the Corporation where the aggregate cost of the services to be provided
by the Corporation pursuant to such bid or proposal is less than or equal to but does not
exceed two million dollars ($2,000,000); and
3. any one (1) of Mark Hams or John J. Ban', together with any one (1) of Bruce Noble, Jim
Lawrence, Peter Lane or Colin Soule be and they are hereby authorized to submit bids or
proposals and execute agreements in connection with the services of the Corporation to be
provided pursuant to such bids or proposal for and on behalf of the Corporation, where the
aggregate cost of the services to be provided by the Corporation exceeds two million dollars
($2,000,000).
' DATED this 21 st day of April, 1998.
CERTIFICATE
The undersigned, John Barr, the Assistant Secretary of the Corporation, does hereby certify that the
' foregoing is a true and complete copy of certain resolutions passed by the Board of Directors of the
Corporation dated as of the 21st day of April, 1998 and that the same have not been rescinded, amended
or modified and are in full force and effect as of the date hereof.
DATED this �?J 'day of l i
John.:Barr = Assistant Secretary
' MADSEN-BARR/PHILIP UTILITIES MANAGEMENT CORPORATION, INC.
109 APPLEWOOD DRIVE - LONGWOOD. FL 32750 - TEL! (407) 260.9668 - FAX: (407) 260-9318 - FL# CLI CO23665
7
1
CERTIFICATE
(if Corporation)
1 STATE OF FLORIDA )
) SS:
COUNTY OF )
1
I HEREBY CERTIFY that a meeting of the Board of Directors of the
M -A9.4w1w ang1r11---3-r,
a corporation existing under the laws of the State of De<Awg.�� , 19, the
held on mAwad
following resolution was duly passed and adopted:
that ,o , as
"RESOLVED, t t cT
President of the Corporation, be and
is hereby authorized to execute the Proposal dated .2_1
19_U, between the PALM BEACH COUNTY BOARD OF COUNTY
COMMISSIONERS and this corporation and that his execution thereof,
attested by the Secretary of the Corporation and with theCorporate Seal
affixed, shall be the official act and deed of this Corporation."
' effect.
I further certify that said resolution is now in full force and e
IN WITNESS WHEREOF I have hereunto set my hand and affixed the official
seal of the corporation this day of
,&-ew --Secretary)
(CORPORATE SEAL)
1 BP-29
1
CERTIFICATE
(if Partnership)
STATE OF FLORIDA )
SS:
COUNTY OF )
I HEREBY CERTIFY that a meeting of the Partners of
a Partnership existing under the laws of the State of
. held on , 19 , the
following resolution was duly passed and adopted:
"RESOLVED, that
as of the Partnership, be and is hereby authorized
to execute the Proposal dated , 19 , between the
PALM BEACH COUNTY BOARD OF COUNTY COMMISSIONERS
and this Partnership, and that his execution thereof, attested by the
of the Partnership, shall be the official act and
deed of this Partnership."
I further certify that said resolution is now in full force and effect.
IN WITNESS WHEREOF, I have hereunto set my hand this day of
, 19 .
(Signature)
(Title)
BP-30
CERTIFICATE
(if Joint Venture)
STATE OF FLORIDA )
SS:
COUNTY OF )
I HEREBY CERTIFY that a meeting of the Principals of
a Joint Venture existing under the laws of the State of
held on , 19_, the
following resolution was duly passed and adopted:
"RESOLVED, that
S
.
as W....- _ _..__._. --
and is hereby authorized to execute the Proposal dated fig-,
between the PALM BEACH COUNTY BOARD OF COUNTY COMMISSIONERS
and this Joint Venture, and that his execution thereof, attested by the
of the Joint Venture, shall be the official act and deed of this
Joint Venture."
I further certify that said resolution is now in full force and effect.
IN WITNESS WHEREOF, I have hereunto set my hand this
,19
BP-31
day of
(Signature)
(Title)
7
1
[l
Ll
.J
BID BOND
KNOW ALL MEN BY THESE PRESENTS: That we, MADSEN-BARR / PUMC
a Corporation, as Principal, whose address is 1117 NW 55 STREET; FORT LAUDERDALE,
�MERICAN CASUALTY COMPANY OF a PENNSYLVANIA
FL 33309 an READIN,. PENNRYLVANIA
Corporation, as Surety, whose address is TWO WORLD TRADE CENTER, NEW YORK, NY 10048
are held and firmly bound unto the BOARD OF COUNTY COMMISSIONERS, PALM
BEACH COUNTY, FLORIDA, hereinafter called "Owner', in the penal sum of
FIVE THOUSAND & 00/100----------------------------------------- dollars,
(five thousand dollars)
lawful money of the United States, for the payment of which sum, well and truly to be
made, we bind ourselves, our heirs, executors, administrators, successors, personal
representatives and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, that whereas said Principal has
submitted the accompanying Bid, dated MARCgxIIx 10, 19 99to said Owner to perform the
Work required under the Schedule of Prices Bid of the Owner's Contract Documents
entitled, ANNUAL CONTRACT FOR RECONSTRUCTION OF SANITARY SEWER
LINES, Project No. WUD 99-48. - R
NOW THEREFORE, if said Principal is awarded a contract by said Owner and, within the
time and in the manner required in the "Advertisement for Sealed Bids" and the
"Instructions to Bidders," the Principal enters into a written Contract with the Owner on the
form of Agreement bound with said Contract Documents, furnishes the required
certificates of insurance and sworn statements and furnishes the required Performance
Bond and Payment Bond to ensure the faithful performance and proper fulfillment of all
obligations and conditions of the Contract, then this Obligation shall be null and void and
of no further force and effect; otherwise it shall remain in full force and effect and the sum
herein stated shall be due and payable to said Owner. The Surety herein agrees to pay
rsaid sum immediately upon demand of said Owner in good and lawful money of the
United States of America, as liquidated damages for failure thereof of said Principal. In
the event suit is brought upon this Bond by said Owner and Owner prevails, said Surety
shall pay all costs incurred by said Owner in such suit, including a reasonable attorney's
fee to -be fixed py the Court.
IN WITNESS WHEREOF, both the Principal and the Surety have executed this
instrument with the name and corporate seal of each corporate party being hereto affixed
and these presents duly signed by its undersigned representative, pursuant to the
authority of its governing body.
PBCWUDENGWW 1313-1 WUD 99-48
1
24TH FEBRUARY 99
SIGNED, SEALED and ATTESTED this _ day of
PRINCIPAL:
ATTEST: MADSEN-BARR / PUMC
(Principal)
1
(Signature)
(Title)
Address 1117 NW 55 STREET
FORT LAUDERDALE, FL 33309
(SEAL)
SURETY:
AMLRICAN CASUALTY COMPANY OF READING. PENNSYLVANIA
(Surety)
ATTEST:
ACIJ�
1
i
ff1brida Resident Agent)
JA ES W. DUNN
(Signature)
(Title)
TWO WORLD TRADE CENTER
Address
NEW YORK, NY 10048
PAMELA K. RIFE
(Attorney -in -Fact)
END OF SECTION
PBCWUDENGWW BB-2 WUD 99-4$
POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT
Know All Men By These Presents, That CONTINENTAL CASUALTY COMPANY, an Illinois corporation, NATIONAL FIRE INSURANCE
'COMPANY OF HARTFORD, a Connecticut corporation, AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA, a Pennsylvania
corporation (herein collectively called "the CNA Surety Companies"), are duly organized and existing corporations having their principal offices in
the City of Chicago, and State of Illinois, and that they do by virtue of the signature and seals herein affixed hereby make, constitute and appoint
Rosalie A. Maresca, Pamela K Rife, Mark Fit erald, Elizabeth Marrero,..lndMdually
'of New York, New York
their true and lawful Attomey(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and. on their behalf bonds,
undertakings and other obligatory Instruments of similar nature
In Unlimited Amounts -
and to bind them thereby as fully and to the same extent as •rf such Instruments were signed by a duly authorized officer of their corporations
and all the acts of said Attorney, pursuant to the authority hereby given are hereby ratified and confirmed.
This Power of Attorney is made and executed pursuant to and by authority of the By -Laws and Resolutions, printed on the reverse hereof, duly
adopted, as indicated, by the Boards of Directors of the corporations.
In Witness Whereat, the CNA Sureties Companies have caused these presents to be signed by their Group Vice President and
their corporate seals to be hereto affixed on this 13th day of December 1996
CONTINENTAL CASUALTY COMPANY
��Pyc�CrY k`� tNSUR�,�� �i`q�nrrrvr� NATIONAL FIRE INSURANCE COMPANY OF HARTFORD
ooauYe o �t�ORrp��E AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA
Y
7 y a JULY 114
O SEAL
' 7tiB7 NAq11 t •
M.C. Vonnahme Group Vice President
' State of Illinois, County of Cook, ss:
On this 13th day of December 1996 , before the personally came
M. C. Vonnahme , to me known, who, being by me duly sworn, did depose and say: that he resides in the Village of Darien , State of Illinois;
that he is a Group Vice President of CONTINENTAL CASUALTY COMPANY, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD,
and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA described in and which executed the above instrument; that he
knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed pursuant to
authority given by the Boards of Directors of said corporations and that he signed his name thereto pursuant to like authority, and acknowledges
same to be the act and deed of said corporations.
Np7ARY r
PUBIIC
My Commission Expires June 5, 2000 Eileen T. Pachuta Notary Public
CERTIFICATE
I, John M. Littler , Assistant Secretary of CONTINENTAL CASUALTY COMPANY. NATIONAL FIRE INSURANCE COMPANY OF
HARTFORD, and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA do hereby certify that the Power of Attorney herein
above set forth is still in force, and further certify that the By -Law and Resolution of the Board of Directors of each corporation printed on the
reverse hereof are still in force. In testimony whereof I have hereunto subscribed my name and affixed the s gals of the said corporations
this 24TH day of F'EBRUAFtY 1999
CONTINENTAL CASUALTY COMPANY
'NSUR,tACfi �� WQp NATIONAL FIRE INSURANCE COMPANY OF HARTFORD
Uorworur n ,gyffoz% AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA
s JULY It,
0 5EAI.
1pB7PMF
John M. Littler Assistant Secretary
(Rev.7/1 A195)
CNA INSURANCE COMPANIES
AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA
STATEMENT OF ASSETS AND LIABILITIES
December 31, 1997
►•X34-4-1
Cash
$ 667,306
Short-term investments (principally U.S. Government Obligations)
40,393,574
United States Government obligations
714,216,832
Other public bonds
187,383,428
Industrial and miscellaneous bonds
41,469,233
Preferred stocks
Common stocks of affiliated companies
289,109,872
Other common stocks
1,611,732
Real Estate
408,229
Premiums and agents' balances in course of collection
63,658,272
Premiums, agents balances and installments booked but
deferred and not yet due
21,287,575
Accrued retrospective premiums
33,373,309
Accrued interest dividends and rents
10,416,307
Other Assets
71,152,473
Admitted Assets
$ 1,475,148,142
LIABILITIES:
Unearned premium reserve
$ 129,705,862
Reserve for loss and loss adjustment expense
822,040,713
Reserve for taxes, licenses and fees (including federal income taxes)
5,347,154
Other Liabilities
31,973,069
Total Liabilities
$ 989,066,798
SURPLUS:
Capital paid up ($5.00 par value)
SURETY ACKNOWLEDGET MN
ST_? TE OF NEW YORK
COUNTY OF NEW YORK
ALLY C ME PA?vM-A K. RIlE , TO N E
ONzX24Z99 ,BEFORE IViE PERSON
ND SAY TI
KNOWN WHO BEING BY ME DUi--v SWORN DID ISTr IS A ATTORI�iEY
' IE;'Ski RESIDES ]N 1E1 YORi, 11+ F ,AMID TN THE
IN -FACT OF AMERICAN CASUALTY COMPANY OF _ THE N ! I,=1
CORPORATION DESCRIBED IN, AND
OWSTHE� OF SAID CORPORATION;
7TtSTRUNTE-NT> THAT HE/SHE KNOWS
A��y-D THAT HE; SHE SIGNED HIS/HER NAME THERETO BYM THF � ,EE�I'T OF'
THAT'TIM SAID COIVIPANYKE ORDER: AND
4R� , iED OAND SUCH CERTIFICATE IjLAS
1NSL'R.�'�iCE OF THE STATE OF NEW
NOT BEEN REVOKED. -
F IC�HARO VASC UEZ ti-
' Natary Funiic, Stale of Naw Yon<
N10- 0 t VA,=08 :21
Guz,dJ ,:'ad in New York County NOTARY PUBLIC
C".mv.�icn =_xpir65 Sept. 2, 199S
CORPORATE ACF24OWLEDGEMENT
STATE OF-�
COUNT' OF PC
M 19� Cl BEFORE ME PERSONALLY
ON THIS .5?d DAY OF C vC`L TO ME KNOWN, WHO,,BEING DULY
CAME 1 •4 .
SWORN; DEPOSE AND SAY; THAT HE
RESID IN OF
' ,AND nl AT HE/SHE IS THE
THE , /h C , TIE CORPORATION_DESCRIBE . IN AND
' V TECH EXECUTED THE ABOVE INSTRt�IvIENT� SEAL kT /�D KNOWS-
�
SEAL OF TIM I SAID CORPORATION; THAT WAS TEE
IS SUCH CORPORATE SEAL; THAT C OSo AFFIXED
F RAND THAT
ORDER OF -THE BOARD OF DIRECTORS OF SAID
HE/SHE SIGNED HIS NAME THERETO BY LIKE 0
N A;4"
R OFFICIAL NOTARY SEAL
P Y Pv49i JENNIFER ROTHENBERG
z ? S7 n COMMISSION NUMBER
CC662834
�f z�O MY COMMISSION EXPIRES
' FOF F"O OCT. 23,1299
POST BID INFORMATION
Project WUD 99-48 R
1. POST BID INFORMATION REQUIREMENTS
To reduce paperwork after the bid opening the items within this Section must be
completed within fourteen (14) calendar days of the bid opening date by the low three (3)
bidders. Each bidder is responsible for checking the bid results to determine if they are
among the low three (3) bidders. Failure to provide the information within fourteen (14)
calendar days may be considered as sufficient grounds for rejection of the bid by Palm
Beach County.
2. SCHEDULE OF VALUES FOR RECONSTRUCTION OF SANITARY SEWER LINES
TO BE PROVIDED BY CONTRACTOR
3. STATUS OF CURRENT CONTRACTS
Project Name
Location & Description
Owner Contact S Phone No.
OVER $100,000
Projected
Contract % Completion
Amount Complete Date
PBI-1
4. What is the maximum bonding capacity of your company?
(A) Capacity (Dollar Amount):
(B) Include the company name, phone number, address and name of
the Florida Resident Agent of your current bonding company and any
others which you have used in the past five (5) years:
5. Attach a compiled Financial Statement prepared by an independent Certified
Public Accountant (CPA). The compiled Financial Statement must be less than ninety
(90) days old. Financial Statements are exempt from the Florida State Sunshine Law and
will not be available for public inspection.
6. What equipment do you own that is available for the work. (Attach additional
sheets as necessary)?
7. What equipment will you purchase for the proposed Work. (Attach additional
sheets if necessary)?
127-I&A
8. What equipment will you rent for the proposed Work. (Attach additional sheets, if
necessary)?
9. How many current full-time employees does the company have on its payroll?
Number of full-time employees:
I hereby certify that all of the above information is true and accurate to the best of my
knowledge.
Authorized Representative:
(Signature)
END OF SECTION
PBI-3
(Date)
NOTICE OF INTENT TO AWARD
DATED: , 19
1 TO:
(BIDDER)
PROJECT NAME: "ANNUAL CONTRACT FOR RECONSTRUCTION OF SANITARY
SEWER LINES$@
tPROJECT No. WUD 99-48 R
BID NO. WUD 99-48 R
The Selection Committee for the above -referenced Project has concluded its review and
made a recommendation of award of the bid items to . The
Contract Price for the annual Contract is based on each bid item. Within fifteen(15) days
of receipt of this Notice on Intent to Award, no later than , you must perform
the following:
1. Deliver to the OWNER six (6) fully executed Contracts which are attached
hereto and are pertinent to this Notice of Intent to Award. Each Contract must bear your
original signature where indicated in the Contract Documents.
I
2. Provide a Contract Performance Bond and a Payment Bond for $100,000
each as specified in the Instructions to Bidders (paragraph 22) and General Conditions
(Article 17) together with a power of Attorney for use by the Board of County
Commissioners of Palm Beach county, Florida, to insert the date of execution of the
Performance Bond, Payment Bond and Contact.
3. Provide a Certificate of Insurance evidencing insurance coverage with limits
not less than those indicated in the General Conditions (Article 18) and covering the
insured operations in the State of Florida.
4. Provide a detailed schedule of payment values.
IZkC115!
I I
Failure to comply with these conditions within the time specified will entitle the OWNER to
consider your Bid abandoned, to annul this Notice of Intent to Award and to declare your
Bid Security forfeited.
This Notice of Intent to Award creates no obligation or liability on the part of County to
award of contract and shall not be the basis of any reliance or contractual claim.
Palm Beach County, Florida
By:
(Authorized Signature)
C. Lawton McCall, Director
Engineering Division
PBC Water Utilities Department
ACCEPTANCE OF NOTICE
Receipt of the above Notice of Intent to Award is hereby
acknowledged.
LM
,19
By:
Title:
Copy to:
(Use Certified Mail,
Return Receipt Requested)
, this the
END OF SECTION
NTA-2
day of
I
I
L
AGREEMENT
R99 12 84D
THIS AGREEMENT, made and entered into this day of JUL Y 1 1999 , by and
between the BOARD OF COUNTY COMMISSIONERS, PALM BEACH COUNTY,
FLORIDA (hereinafter called Owner) and.(qAo-V--,v -baart %P(APIC- N� .
(hereinafter called Contractor).
WHEREAS, Owner and Contractor, in consideration of the mutual covenants hereinafter
set forth, agree as follows:
ARTICLE I. WORD
The Contractor shall complete all Work as specified or indicated under the Bid of the
Owner's Contract Documents for the project entitled: ANNUAL CONTRACT FOR
RECONSTRUCTION OF SANITARY SEWER LINES, PROJECT No. WUD 99-48 R.
The Work is generally described as follows:
The Work to be performed under this annual Contract shall consist of furnishing all tools,
equipment, materials, supplies, and manufactured articles and for furnishing all
transportation and services, including fuel, power, water, and essential communications,
and for the performance of all labor, work, materials, and services not expressly shown or
called for in the Contract Documents which may be necessary for the complete and
proper reconstruction of sanitary sewer lines. Any Work necessary for completion of the
Contract shall be performed, furnished, and installed by the Contractor as though
originally so specified or shown, at no increase in cost to the Owner.
The Contractor - shall perform all work required in accordance with the Contract
Documents and subject to the terms and conditions of the Contract, complete and ready
to use.
The intent of sewer pipe lining is to rehabilitate the existing sewer line in a manner which
will correct the following deficiencies:
1. Cracked/broken/collapsed pipe caused by poor construction,
unstable soil, earth movement, infiltration, root damage, destructive
loading, cleaning tool damage, etc.
2. Corrosion of pipe caused by acid attack above flow level.
3. Erosion of pipe caused by abrasion below the flow level.
4. Degradation/deformation of pipe caused by loss of masonry.
A-1
5. Infiltration of groundwater and soil through leaking pipe joints and '
g g 9 Pp 1
structural defects.
6. Exfiltration of sewage through leaking i joints and structural '
g 9 pipe 1
defects.
7. Inflow of surface water and infiltration of groundwater
g through
abandoned or illegal connections.
The scope of work is described as follows: I
Pipe Insertion, Cured -in -Place and Fold -and -Form Pipe Lining.
Also common to each of these packages are point repair of sanitary sewers and
service laterals on an as -needed basis.
The Work shall also include all transportation and all temporary services, utilities, systems
and construction, including those not expressly shown or called for in the Contract
Documents, necessary to properly accomplish and complete the Work in accordance with
the requirements of the Contract Documents.
ARTICLE 2. ENGINEER I
The Project has been designed by P.B.C. WATER UTILITIES DEPARTMENT, who is
hereinafter called Engineer and who will assume all duties and responsibilities and will
have the rights and authority assigned to the Engineer in the Contract Documents in
connection with the completion of the Work in accordance with said Contract Documents.
ARTICLE 3. CONTRACT TIME
The Work shall be substantially completed within 60 successive calendar days from the
commencement date stated in each Authorization, and completed and ready for payment
within 75 successive calendar days from the date when the Authorization commences to
run. ,
ARTICLE 4(a). LIQUIDATED DAMAGES (Prior to Substantial Completion) ,
The Owner and the Contractor recognize that time is of the essence of this Agreement
and that the Owner will suffer financial loss if the Work is not completed within the time '
specified in Article 3 herein, plus any extensions thereof allowed in accordance with
Articles 48 and 49 of the General Conditions. They also recognize the delays,
A-2 1
1
11
j�
I
n
U
expense and difficulty involved in calculating and proving in a legal or arbitration
proceeding the actual damages the Owner will suffer by reason of the Contractor's failure
to achieve substantial completion of the Work within the specified time. Therefore, instead
of requiring any such calculations or proof, the Owner and the Contractor agree that as
fixed agreed and liquidated damages for delay (but not as a penalty) the Contractor shall
pay the Owner $ 500.00 for each calendar day that expires after the time specified in
Article 3 herein until Substantial Completion of the entire project is achieved as
determined by the Engineer.
ARTICLE 4(b). LIQUIDATED DAMAGES (After Substantial Completion)
The Owner and the Contractor further recognize that the Owner will suffer financial loss
after Substantial Completion of the entire project up to and including Final Acceptance of
the entire project if the Contractor fails to complete the entire project within the time
specified in Article 3 herein, plus any extensions thereof allowed in accordance with
Articles 48 and 49 of the General Conditions. Yet, while the Owner and the Contractor
recognize the delays, expense and difficulties involved in calculating and proving in a
legal or arbitration proceeding the actual damages the Owner will sustain after Substantial
Completion, up to and including Final Acceptance, both the Owner and the Contractor
recognize and acknowledge that the Owner will suffer less damages between Substantial
Completion of the entire project and Final Acceptance of the entire project, should the
Contractor neglect, refuse or fail to complete the entire project within the time specified in
Article 3 herein. Accordingly, instead of requiring any such calculations or proof, the
Owner and the Contractor agree that as fixed agreed and liquidated damages for delay
(but not as a penalty) the Contractor shall pay the Owner $ 500.00 for each calendar day
that expires after the time specified in Article 3 herein which occurs between the time of
Substantial Completion of the entire project and the time of Final Acceptance of the entire
project, as determined by the Engineer.
ARTICLE 5. CONTRACT PRICE
The Owner shall pay the Contractor for completion of the Work in accordance with the
Contract Documents in current funds, subject to adjustments as provided therein, the
Contract Price as noted for each bid item as stated in the schedule of Prices Bid as
submitted in the Bid Proposal.
ARTICLE 6. EXTENSION
The successful bidder shall be awarded a contract for twelve (12) months unless
otherwise terminated as provided herein. At the option of the County, the contract may be
renewed for two (2) additional twelve (12) month periods. Any exercised option period
shall be for the terms, conditions and prices, with no deviations, as this original contract.
Any renewal will be subject to appropriation of the funds by the Owner.
A-3
11
ARTICLE 7. SUBCONTRACTS
The Contractor shall perform on the site and with his own organization, labor equivalent to '
at least 60 percent of the total amount of the Work to be performed under this Contract. If,
during the progress of the Work hereunder, the Contractor requests a reduction of such
percentage, and the Engineer determines that it would be to the client's benefit and
advantage, the percentage of the labor required to be performed by the Contractor's own
organization may be reduced; provided prior written approval of such reduction is
obtained by the Contractor from the Engineer.
ARTICLE 8. CONTRACTOR'S REPRESENTATIONS I
In order to induce the Owner to enter into this Agreement, the Contractor hereby makes
the following representations: 1
7.1 Contractor has thoroughly familiarized himself with the nature and extent of
the Contract Documents, Work, site, locality and all local conditions, Laws, Ordinances
and Regulations that in any manner may affect the cost, progress, performance or
furnishing of the Work.
7.2 Contractor has carefully studied all reports of explorations and tests of
subsurface conditions and drawings of physical conditions which are identified in the
Technical Specifications and in Articles 11 and 12 of the General Conditions, and accepts ,
the determinations set forth in Articles 11 and 12 of the General Conditions on the extent
of the technical data contained in such reports and drawings upon which the Contractor is
entitled to rely. ,
7.3 Contractor has obtained and carefully studied (or assumes responsibility for ,
obtaining and carefully studying) all such examinations, investigations, explorations, tests,
reports and studies (in addition to or to supplement those referred to in paragraph 7.2
above) which pertain to the subsurface or physical conditions at or contiguous to the site '
or that otherwise may affect the cost, progress, performance or furnishing of the Work as
the Contractor considers necessary for the performance or furnishing of the Work at the
Contract Price, within the Contract Time and in accordance with the other terms and ,
conditions of the Contract Documents, including specifically the provisions contained in
Article 11 of the General Conditions; and no additional examinations, investigations,
explorations, tests, reports, studies or similar information or data are or will be required by I
the Contractor for such purposes.
7.4 Contractor. has thoroughly reviewed and checked all information and data
shown or indicated in the Contract Documents with respect to existing Underground
Facilities at or contiguous to the site and assumes responsibility for the accurate
1
A-4
L�
I
identification and verification of the location of said Underground Facilities. No additional
examinations, investigations, explorations, tests, reports, studies or similar information or
data in respect to said Underground Facilities are or will be required by the Contractor in
order to perform and furnish the Work at the Contract Price, within the Contract Time and
in accordance with the other terms and conditions of the Contract Documents, including
specifically the provisions of Article 12 of the General Conditions.
7.5 Contractor has correlated the results of all such observations, examinations,
1 investigations, explorations, tests, reports and studies with the terms and conditions of the
Contract Documents.
7.6 Contractor hereby warrants that it has given the Engineer written notice of all
conflicts, errors or discrepancies of any type or nature that it has discovered in the
Contract Documents and the written resolution thereof by the Engineer is acceptable to
Ithe Contractor.
ARTICLE 9. PAYMENT PROCEDURES
The Contractor shall submit Applications for Progress Payment in accordance with Article
53 of the General Conditions and the section on "Measurement and Payment" of
Technical Specifications of the Contract Documents. Applications for Progress Payment
will be processed by the Engineer as provided in the General Conditions.
' The Owner shall make progress payments on account of each Authorization Price on the
basis of the Contractor's Applications for Progress Payment as recommended by the
Engineer, on or about the 30th day of each month during construction as provided below.
All progress payments will be made on the basis of the amount of Work completed. In the
event no unit values are provided, progress payments will be made in accordance with
' the provisions of the General Conditions.
Prior to Substantial Completion, progress payments will be made in an amount equal to
90% of the Work completed, but, in each case, less the aggregate amounts as the
Engineer shall determine, or the Owner may withhold, in accordance with Article 53 of the
General Conditions.
' Upon Final Completion and acceptance of the Work in accordance with Article 56 of the
General Conditions, the Owner shall pay the remainder of the Contract Price as
recommended by the Engineer and as provided in said Article 56 of the General
Conditions.
1 ARTICLE 10 CONTRACT DOCUMENTS
The Contract Documents which comprise the entire Contract between the Owner and the
1
1 A-5
1
Contractor concerning the Work, consist of this Agreement (pages A-1 to A-14, inclusive)
and the following attachments to this Agreement:
• Advertisement for Sealed Bids (page AFB-1 only).
• Information for Bidders (pages IB-1 to IB-12, inclusive).
• Minority/ Woman Business Enterprise (pages W/MBE-1 to W/MBE-14, inclusive).
• Procedure for Front -End Loading and unbalanced Bids (pages FEL-1 to FEL-6,
inclusive).
• Proposal, including the Schedule of Prices Bid, Information Required of Bidder, Bid
Bond, and all required certificates, affidavits, sworn statements and attachments
thereto (pages BP-1 to BP-31, inclusive).
• Bid Bond (pages BB-1 and BB-2).
• Post Bid Information (pages PBI-1 to PBI-3, inclusive).
• Florida Payment Bond (pages PMT-1 to PMT-3, inclusive).
• Florida Performance Bond (pages PRB-1 to PRB-3, inclusive).
• Warranty of Title (pages WT-1 to WT-3, inclusive).
• Final Warranty of Title (pages FWT-1 and FWT-2).
• Notice of Intent to Award (pages NTA-1 and NTA-2).
• Notice to Proceed (page NTP-1 and NTP-2).
• Certificate of Substantial Completion (pages CSCA and CSC-2).
• General Conditions (pages GC-1 to GC-52, inclusive).
• Supplemental General Conditions (pages SGC-1 to SGC-6, inclusive).
• Technical Specifications consisting of Divisions 1 through 2, inclusive.
Addenda numbers. N/A
A-6
• Written Amendments and Change Orders which may be delivered or issued after
the Effective Date of the Agreement and are not attached hereto.
' Documentation submitted by the Contractor prior to Notice of Intent to Award.
There are no Contract Documents other than those listed in this Article 10 The Contract
Documents may only be amended, modified or supplemented by Written Amendment or
Change Order as provided in the General Conditions and the Technical Specifications.
ARTICLE 11. INDEMNIFICATION
In consideration of the sum of Twenty Dollars ($20.00), and other good and valuable
consideration, the receipt of which is hereby acknowledged, Contractor agrees to
indemnify and hold harmless the Owner and the Engineer, their agents and employees in
' accordance with Article 37 of the General Conditions. It is the specific intent of the parties
hereto that the foregoing indemnification complies with Florida Statutes 725.06 (2). It is
further the specific intent and agreement of said parties that all of the Contract
r Documents on this Project are hereby amended to include the foregoing indemnification
and the "Specific Consideration" therefor.
tARTICLE 12. MISCELLANEOUS
Terms used in this Agreement which are defined in Article 1 of the General Conditions will
have the meanings indicated in the General Conditions.
No assignment by a party hereto of any rights hereunder or interests in the Contract
Documents will be binding on another party hereto without the written consent of the party
sought to be bound; and specifically but without limitation monies that may become due
and monies that are due may not be assigned without such consent (except to the extent
that the effect of this restriction may be limited by law), and unless specifically stated to
the contrary in any written consent to an assignment, no assignment will release or
discharge the assignor from any duty or responsibility under the Contract Documents.
The Owner and the Contractor each binds itself, its partners, heirs, executors,
administrators, successors, personal representatives, assigns and legal representatives
to the other party hereto, its partners, heirs, executors, administrators, successors,
personal representatives, assigns and legal representatives in respect of all covenants,
agreements and obligations contained in the Contract Documents.
The Contractor shall furnish with the executed Agreement, authorization of the
Contractor's representative to sign the Agreement on behalf of the Corporation,
Partnership or Joint Venture.
A-7
The Contractor shall furnish with the executed Agreement, an executed Sworn Statement
on Public Entity Crimes on the form bound herein.
The Contractor shall furnish with the executed Agreement a current Certificate of
Insurance from each insurance carrier, evidencing required insurance coverage of the
types and in not less than the amounts specified in Article 18 the General Conditions.
Six (6) copies of this Agreement and all attachments herein shall be executed; any one of
which shall constitute an original.
A-8
1
i]
IN WITNESS WHEREOF, the Owner and the Contractor have caused this Agreement to
be executed on the date first above written.
OWNER:
ATTEST:
Dorothy H. Wilken, Clerk of the
Circuit Court:
(Deputy Cler )
p\yN Y C0
Oi COUNTY Cr:
CURIDA
APPROVED AS TO 09"
LEGAL SUFFICIENCY:
(County Attorney)
CONTRACTOR:
ATTEST:
(SEAL)
1
1
1
1
BOARD OF COUNTY COMMISSIONERS,
PALM BEACH COUNTY, FLORIDA
I_�7
(Chair) p 9 9
i?
JUL 2 7 1999 1l
Address for Giving Notices:
2065 Prairie Rd.
West Palm Beach, FL 33406
M %a � • ft4 LzL? 1 +mil -.-I M <�,
(Contractor Name)
ignature)
(Title)
Address for Giving Notices:
11 t Nu 55-M bT .
� PHILIP
1 �
MADSEN-BARB/
PHILIP UTILITIES MANAGEMENT CORPORATION, INC.
The undersigned, being all the directors of MADSEN-BARR/PHILIP UTILITIES
MANAGEMENT CORPORATION, INC. (hereinafter referred to as the "Corporation"), by their
signatures below hereby enact and resolve as follows:
BID AND PROPOSAL SIGNING AUTHORITIES
NOW THEREFORE BE IT RESOLVED THAT:
1. any one (1) of Mark Harris, John J. Barr, John Rinehart, Mike Cannon, Nick Erro, Bruce
Noble, Jim Lawrence, Peter Lane or Colin Soule be and he is hereby authorized to submit
unbonded bids, proposals, or contracts for and on behalf of the Corporation where the
Iaggregate cost of the services to be provided by the Corporation pursuant to such bid or
proposal is less than or equal to but does not exceed two million dollars ($2,000,000);
' 2. any one (1) of Mark Harris, John J. Barr, Bruce Noble, Jim Lawrence, Peter Lane or Colin
Soule be and he is hereby authorized to submit bonded bids, proposals, bonds, or contracts
for and on behalf of the Corporation where the aggregate cost of the services to be provided
by the Corporation pursuant to such bid or proposal is less than or equal to but does not
exceed two million dollars ($2,000,000); and
3. any one (1) of Mark Harris or John J. Barr, together with any one (1) of Bruce Noble, Jim
Lawrence, Peter Lane or Colin Soule be and they are hereby authorized to submit bids or
proposals and execute agreements in connection with the services of the Corporation to be
provided pursuant to such bids or proposal for and on behalf of the Corporation, where the
aggregate cost of the services to be provided by the Corporation exceeds two million dollars
($2,000,000).
DATED this 21 st day of April, 1998.
ICERTIFICATE
II
The undersigned, John Barr, the Assistant Secretary of the Corporation, does hereby certify that the
foregoing is a true and complete copy of certain resolutions passed by the Board of Directors of the
Corporation dated as of the 21st day of April, 1998 and that the same have not been rescinded, amended
or modified and are in full force and effect as of the date hereof.
DATED this`I 'day of ,/J>;? ► L _
John Barr - Assistant Secretary
MADSEN-BARR/PHILIP UTILITIES MANAGEMENT CORPORATION, INC.
109 APPLEWOOD DRIVE - LONGWOOD, FL 32750 9 TEL: (407) 260.9668 - FAX: (407) 260-9318 1 FL# C1 CO23665
i7
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1
P-,
CERTIFICATE
(if Corporation)
STATE OF FLORIDA )
SS:
COUNTY OF )
I HEREBY CERTIFY that a meeting of the Board of Directors of the
IVIi,D�J • I �Z 1`�U N U ,
a corporation existing under the laws of the State of _=a:E2� �-vA
held on .4��� �� , 19�Pa the following resolution was duly passed and
adopted:
"RESOLVED, that ewaQQ_ , as
_ i/ I President of the Corporation, be
and is hereby authorized to execute the Agreement dated NW!� `7 ,
19 6)1�), between the PALM BEACH COUNTY BOARD OF COUNTY
COMMISSIONERS and this corporation and that his execution thereof,
attested by the Secretary of the Corporation and with the Corporate Seal
affixed, shall be the official act and deed of this Corporation."
I further certify that said resolution is now in full force and effect.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal
of the corporation this '7" A day of M�[1 I , 19 0)1�).
(SEAL)
A-10
retary)
1
CERTIFICATE
(if Partnership)
STATE OF FLORIDA )
SS:
COUNTY OF )
I HEREBY CERTIFY that a meeting of the Partners of
a Partnership existing under the laws of the
State of , held on , 19 , the following
resolution was duly passed and adopted:
"RESOLVED, that
as of the Partnership,
be and is hereby authorized to execute the Agreement dated ,
19 , between the PALM BEACH COUNTY BOARD OF COUNTY
COMMISSIONERS and this Partnership, and that his execution thereof,
attested by the of the Partnership,
shall be the official act and deed of this Partnership."
I further certify that said resolution is now in full force and effect.
IN WITNESS WHEREOF, I have hereunto set my hand this
of , 19
(Signature)
(Title)
A-11
day
CERTIFICATE
(if Joint Venture)
STATE OF FLORIDA )
SS:
COUNTY OF )
I HEREBY CERTIFY that a meeting of the Principals of
a Joint Venture existing under the laws of the State of ,
held on , 19_, the following resolution was duly passed
and adopted:
"RESOLVED, that , as
of the Joint Venture, be
and is hereby authorized to execute the Agreement dated ,
19 , between the PALM BEACH COUNTY BOARD OF COUNTY
COMMISSIONERS and this Joint Venture, and that his execution thereof,
attested by the of the Joint Venture, shall be the
official act and deed of this Joint Venture."
I further certify that said resolution is now in full force and effect.
IN WITNESS WHEREOF, I have hereunto set my hand this
of , 19
(Signature)
(Title)
A-12
day
7-01-1999 1:46AM
"— 'Jul. 1. 1999- 1: 42PM
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Received Time Jul. 1.11:32AM Ptiot Tiae Jul. 1. 11:48AM
' x�rllul. 1. 1999' I:42PM ENRON CORP RISK MGMT''"""" No. 3687 *P. 2/2
ATTALWUT To WTIeIUTf OF INCMARCE elo. a�eei:o•000ee,•i010A-Oo00o0 iur/1�c f/1
CnTIFICATE N=EXl IMMI D-
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1
Rectirea Time Jul. 1.11:32AM Print Time Jul. 1. 11:48A1I
May-06-00 O2:51Pm From-WILLIS CORROON
4163680100 T-505 P.01/03 F-703
WMLIS CORROUN RISK SOLUTIONS
Fax Transmission
**RUSH**
To John Rinehart
F=N1+r Madscdsarr - PUMC
Fa.. 954-491-5427
From Judy Huleoop Date May 6. 1999
willas Curroon Telephone (416) 368-9641 Ext. 210
145 King Sum West, Suite 1200
TOrO w. Chtrarw, MSH 118 Fat. (416) 368-9189
Sw)ecuRckrrace: Certificate of Insurance
Taal numbzr of pages (sicludmg uus oat) 3
If you have any proolem with uu, ttaosnhssron please W1.
Mn,mCe
As per our telephone conversation, please find attached Certificate of Insurance issued on
your behalf for Palm Brach County.
I trust everything to be in order.
Should you have any questions or comments, please don't hesitate to call_
Thanks,
Idu
Judy Hulcoop
Administrative Assistant
ih
13
13
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1-1
May-06-00 02:51pm From-WILLIS CORROON
416359/119
CERTIFICATE OF INSURANCE
T-505 P.02/03 F-'t03
A) Commerce d Industry Insurance Co.
THIS IS TO CERTIFY THAT THE B) Reliance National C) Phencorp Reinsurance Co.
located at VARIOUS
Of
has issued policies of insurance, as described below and identified by a policy number, to
the insured named below; and to certify that such polies are in M force and effect at
this tine. it is agreed that none of these policies will be canceled or changed so as to
affect the interest(s) of the PALM BEACH COUNTY BOARD OF COUNTY
COMMISSIONERS (hereinafter sometimes" called the Owner) without thirty (30) days
prior written notice to the Owner of such cancellation or change derivered to the Owner.
Insured Madsen/Barr - Philip Urilirie
Address
1 7 1 7 A7f.T 5 5 s j Tyr_
Status of Insured: Corporation Partnership_ Individual
Location of Operations Insured: ~"�
Description of Work: _=u,l gontracr far econs rucrion of Sanita-Ey Sewer Lines
Contract 8 WUD-99-48R
INSURANCE POLICIES IN FORCE
Forms of Coyeraae Policy Number E32iration Dow
Worker's Compensation B) NWA011266505 12/31/99
Comprehensive Vehicle Liability -A) CA7666205 3 nj�1.L9.9.,..�.
Comprehensive General Liability cZ L1525551 10/31 /99
Excess Lieblltty 34a 31 99
Others (Please specify type) , C) Property,, - uC4006 „1.1 /30/99.._
POLICY INCLUDES, BUT IS NOT LIMITED TO COVERAGE FOR:
I. Additional Insured YES NO
x
2. Comprehensive vehicle liability for all owned,
hired and non -owned vehicles x
3. Comprehensive general liability including,but not limited to: YES NO
Premises - Operations X_
Explosions and Collapse Hazard x
A-13
1
CERTIFICATE OF INSURANCE
THIS IS TO CERTIFY THAT THE
located at
of
has issued policies of insurance, as described below and identified by a policy number, to
the insured named below; and to certify that such policies are in full force and effect at
this time. It is agreed that none of these policies will be canceled or changed so as to
affect the interest(s) of the PALM BEACH COUNTY BOARD OF COUNTY
' COMMISSIONERS (hereinafter sometimes' called the Owner) without thirty (30) days
prior written notice to the Owner of such cancellation or change delivered to the Owner.
' Insured
Address
Status of Insured: Corporation Partnership Individual
Location of Operations Insured:
Description of Work:
1
1
1
1
1
INSURANCE POLICIES IN FORCE
Forms of Coverage Policy Number Expiration Date
Worker's Compensation
Comprehensive Vehicle Liability
Comprehensive General Liability
Excess Liability
Others (Please specify type)
POLICY INCLUDES, BUT IS NOT LIMITED TO COVERAGE FOR:
1. Additional Insured
2. Comprehensive vehicle liability for all owned,
hired and non -owned vehicles
Comprehensive general liability including,but not limited to:
Premises — Operations
Explosions and Collapse Hazard
A-13
YES NO
YES NO
Illiy-06-oo OY:51am From...... CORR00N
416368o1B0 T-505 P.03/03 F-703
Underground Hazard
iProducts/Completed
Operations Hazard
X
Broad Form Property Damage
-..�
x
Independent Contractors
Pe
---
Contractual Liability
x
Personal Injury
x
Crow Liability and Severabil ty of
x
Interest Clause
4. Property Damage including, but not limited to:
Fire
x
Extended Coverage
, x
x
Vandalism
Malicious Mischief
x
ATTACH COVERAGE PAGER:
ATTACH EXECUTED COPY OF POLICY(IES):
NOTE: Entries on this certificate and attachments are
limited to the Authorized
'
Agent or Insurance Company Representative.
Date
Issued
-
WILLIS CORROON
�roker/ insurance Agent of Company
END OF SECTION
"4
WILLS C;;:1PCk"ON
SEAL)
Insure /Broker
*10" —
Authofized Representative
Underground Hazard
Products/Completed Operations Hazard
Broad Form Property Damage
Independent Contractors
Contractual Liability
Personal Injury
Cross Liability and Severability of
Interest Clause
4. Property Damage including, but not limited to:
Fire
Extended Coverage
Vandalism
Malicious Mischief
ATTACH COVERAGE PAGE(S):
ATTACH EXECUTED COPY OF POLICY(IES):
NOTE: Entries on this certificate and attachments are limited to the Authorized
Agent or Insurance Company Representative.
Date
Issued at
Insurance Agent of Company
END OF SECTION
A-14
SEAL)
Insurance Company
Authorized Representative
r.
1
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E
FLORIDA PERFORMANCE BOND
BOND NO. 190768569
AMOUNT: $100.000
KNOW ALL MEN BY THESE PRESENTS: that we, Madsen-Barr/PUMC
a Delaware
Corporation, as Principal (hereinafter called Contractor), whose address is
1117 NW 55
Street, Port Lauderdale, FL 33309 and
American Casualty Company of Reading, Pennsylvania a Corporation duly
organized and existing under and by virtue of the laws of the State of Pennsylvania, as
Surety (hereinafter called Surety), and authorized to transact business within the State of
Florida, whose address is Two World Trade Center, NY, NY 10048
are held and firmly bound unto the BOARD OF COUNTY COMMISSIONERS, PALM
BEACH COUNTY, FLORIDA, as OBLIGEE (hereinafter called Owner), in the sum of
One Hundred Thousand & 00/100 Dollars ($100,000.00--- ------ ), lawful money of
the United States of America, for the payment of which, well and truly be made to the
OWNER, the CONTRACTOR and the SURETY bind themselves and each of their heirs,
executors, administrators, personal representatives, successors, and assigns, jointly and
severally, firmly by these presents as follows:
THE CONDITION OF THE ABOVE OBLIGATION IS SUCH THAT:
Whereas, the CONTRACTOR has executed and entered into a certain written Contract
hereto attached, with the OWNER dated
, to furnish at his own cost, charges and expense all
the necessary materials, equipment, supplies and/or labor in strict and express
accordance with said Contract and the Specifications prepared by the Owner's Engineers,
Palm Beach County Water Utilities Department, all of which is made a part of said
Contract by certain terms and conditions in said Contract more particularly mentioned,
which Contract, consisting of the various Contract Documents specifically mentioned
herein and relative thereto, is made a part of this Bond as fully and completely as if said
Contract Documents were set forth herein;
NOW THEREFORE, the conditions of this obligation are such that if the above bounden
CONTRACTOR shall in all respects fully, promptly and faithfully comply with the terms
and conditions of said Contract Documents (which include the Specifications and
conditions as prepared by said Consulting Engineer's Advertisement for Sealed Bids,
Instructions to Bidders, the CONTRACTOR'S Bid as accepted by the above Owner, the
Bid Bond and Contract Performance and Payment Bonds, all Addenda and Written
Amendments, if any, issued prior to the opening of bids and Change Orders), and shall
indemnify and save harmless the above OWNER against and from all costs, expenses,
damages, attorney's fees, including appellate proceedings, injury, or loss to which said
OWNER may be subject by reason of any wrong doing, misconduct, want of care or
PBCWUDENGWW PRB-1 WUD 99-48
' skills, negligence, failure to petition within the prescribed time, or default, including patent
infringements, on the part of said CONTRACTOR, his agents or employees, in the
execution or performance of said Contract; then this obligation shall be void; otherwise to
remain in full force and effect for the term of said Contract, including any and all
guarantee periods as specifically mentioned in said Contract Documents;
1
11
I
I
AND, the said Surety for value received hereby stipulates and agrees that no change
involving any extension of time, or alteration or addition to the terms of the Contract or to
the Work to be performed, or materials, equipment or supplies to be furnished
thereunder, or in the Specifications accompanying the said Contract shall affect the said
Surety's obligation under this Bond and the said Surety does hereby waive notice of any
such changes, extensions of time, alterations or additions to the terms of the Contract or
to the Work, or to the Plans, Drawings and Specifications or any other changes,
compliance or noncompliance to the terms of the Contract or to the Work or to the
Specifications.
Any suit under this Bond must be instituted within four (4) years from the date the
cause of action accrued.
IN WITNESS WHEREOF, the above parties bounden together have executed this
instrument this 29tL day of April 1999 , with the name and corporate
seal of each corporate party being hereto affixed and those presents duly signed by its
undersigned representative, pursuant to the authority of its governing body.
CONTRACTOR:
ATTEST:
i
(SEALY
PBCWUDPNGWW
PRB-2
(Principal) Madsen-Barr/PUMC
(Signattt-re)
(Title)
Address 1117 NW 55 Street
Fort Lauderdale, FL 33309
WUD 99-48
SURETY: h ,�
ATTEST:
(SEAL)
(F �da Resident Agent)
es W. Dunn
American Casualty Company of
Reading, Pennsylvania
(Surety)
(Signature)
Attorney -In -Fact
(Title)
Address Two World Trade Center
New York, NY 10048
Pamela K. Rife
(Attorney -in -Fact)
IMPORTANT: Surety companies executing this Bond must appear on the Treasury
Department's most current list (circular 570 as amended) and be authorized to
transact business in the State of Florida.
j:161TITPl 119
END OF SECTION
PRB-3
WUD 99-48
WILLIS C:ORROON
Uu n�1,Url l I :.ni�rNv„
~Hilt 9'331
Tu��,yn, I� 1. aab11�
I del,hnur 81:1` 2H1-21107,
u.� 1,111:31, 2h1- 23-4
To Whom It May Concern:
This letter serves to confirm that I, James William Dunn, am a Florida Licensed Resident
Agent with American Casualty Company of Reading Pennsylvania.
Sincerely,
AMERICAN CASUALTY COMPANY OF READING PENNSYLVAN'IA
James William Dunn
Florida Licensed Resident Agent
/kaw
FLORIDA PAYMENT BOND
I
I
1
I
BOND NO. 190768569
AMOUNT: $100.000
KNOW ALL MEN BY THESE PRESENTS: That we, Madsen-Barr/PUMC
, a Delaware Corporation,
as Principal (hereinafter called CONTRACTOR), whose address is 1117 nw 55
Street, Fort Lauderdale, FL 33309
and 06h1fiP ;t-fflJ-$afiyWpany of a Pennsylvania Corporation,
as Surety (hereinafter called Surety), duly organized and existing under and by virtue of
the laws of the State of PA , and authorized to transact business within the State of
Florida, whose address is,Two World Trade Center, NY, NY 10048 are held and firmly
bound unto the BOARD OF COUNTY COMMISSIONERS, PALM BEACH COUNTY,
FLORIDA as OWNER (hereinafter called Obligee), in the sum of: One Hundred Thousand
00/100 Dollars ($1oo,000.00--------- a, lawful money of
the United States of America, for the payment of which, well and truly be made to the
Obligee, the Contractor and the Surety bind themselves and each of their heirs,
executors, administrators, personal representatives, successors and assigns, jointly and
severally, firmly by these presents as follows:
THE CONDITION OF THE ABOVE OBLIGATION IS SUCH THAT:
Whereas, the CONTRACTOR has executed and entered into a certain written Contract
hereto attached, with the OWNER dated
, to furnish at his own cost, charges and expense all the
necessary materials, equipment, supplies and/or labor in strict and express accordance
with said Contract and the Specifications prepared by the Owner's Engineers, Palm
Beach County Water Utilities Department, all of which is made a part of said Contract
by certain terms and conditions in said Contract more particularly mentioned, which
Contract, consisting of the various Contract Documents specifically mentioned herein and
relative thereto, is made a part of this Bond as fully and completely as if said Contract
Documents were set forth herein;
NOW, THEREFORE, the conditions of this obligation are such that if the above bounden
CONTRACTOR shall promptly make payments to all persons furnishing materials,
equipment, supplies and/or labor used directly or indirectly by said Contractor or any
subcontractors in the prosecution of the Work provided for in said Contract in accordance
with Florida Statutes, Section 255,05 or Section 713.23; then this obligation shall be null
and void and of no further force and effect; otherwise to remain in full force and effect;
AND, the said Surety for value received hereby stipulates and agrees that no change
involving any extension of time, or alteration or addition to the terms of the Contract or to
the Work to be performed, or materials, equipment or supplies to be furnished
thereunder, or in the Specifications accompanying the said Contract shall affect the said
PBCWUDENGWW PMT-1 WUD 99-48
r7
LI
Surety's obligation under this Bond and the said Surety does hereby waive notice of any
such changes, extensions of time, alterations or additions to the terms of the Contract or
to the Work, or to the Plans, Drawings and Specifications or any other changes,
compliance or noncompliance to the terms of the Contract or to the Work or to the
Specifications. Claimant shall give written notice to the Contractor and to the Surety as
required by Florida Statutes, Section 255.05 or Section 713.23. Any actions against the
Contractor or the Surety shall be brought within the time specified by Section 255.05 or
Section 713.23.
This Bond is issued to comply with Section 255.05 of the Florida Statutes re, a9 rding
payment of all persons defined in Section 713.01 of the Florida Statutes (Mechanics
Lien Law). All such persons must file a claim under this bond within the specified
time limitations contained in Section 255.02(2) of the Florida Statutes.
IN WITNESS WHEREOF, the above parties bounded together have executed this
instrument this day of April 29, 1999
with the name and corporate seal of each corporate party being hereto affixed and those
presents duly signed by its undersigned representative, pursuant to authority of its
governing body.
CONTRACTOR:
ATTEST:
t
1 (SEAL)
SURETY:
Madsen-Barr/PUMC
(Principal)
(Signature -'-
(Title)
Address 1117 NW 55 street
Fort Lauderdale, FL 33309
American Casualty Company of Reading,
Pennsylvania
(Surety)
PBCWUDENGWW PMT-2 WUD 99-48
1 POWER OF ATTORNEY APPOrgrINO INDIVIDUAL ATTORNEY —Pr —FAO i
Know All Men By These Presents, That CONTINENTAL CASUALTY COMPANY, an Illinois ocrnoration, NATIONAL FIRE INSURANCE
COMPANY OF HARTFORD, a Connecticut corporation, AMERiCAN CASUALTY COMPANY OF READING, PENNSYLVANIA, a Pennsylvania
corporation (herein collectively called "the CNA Surety Companies"), are duiy organized and existing corporations having their princioai offices ir,
the City of Chicago, and State of Illinois, and that they do by virtue of the signature and seals herein affixed hereby make, constitute and appoint
Rosalie A. Moresco, Fameia K Rife, Mark Fl=herald, Elizabeth Marrero..Individualiv
of New York, New York
their true and lawful Attomey(s)-in-Fact wth full power and authority hereby conferred to sign, seal and execcrte for and. on their behalf bonds,
undertakings and other obligatory instruments of similar nature
- In Uniimited Amounts -
and to bind them thereby as fully and to the same extent as if such instruments were signed by a duiy authorized officer of their corporations
and all the acts of said Attorney, pursuant to the authority hereby given are hereby ratified and confirmed.
IThis Power of Attorney is made and executed pursuant to and by authority of the By -Laws and Resolutions, printed an the reverse herecf, duiv
adopted, as indicated, by the Boards of Directors of the corporations.
In Witness Whereof, the CNA Sureties Companies have caused these presents to be signed by their Group Vice President and
their corporate seals to be hereto affixed on this 13th day of December , 1996
%NSUCONTINENTAL CASUALTY COMPANY
�� � �ytc ' +}� NATIONAL FIRE INSURANCE COMPANY OF HARTFORD
AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA
O + 2! r
Jt1LY 7i.
c: SEAL 't• a. �� •";r I9g2 ,r
t 897 � kAA�� � •
M.C. Vonrhme Group Vice President
' State of Illinois, County of Cack, ss:
On this 13th clay of December 199E , before me personally came
M. C. Vonnanme , to me known, who, being by me duly sworn, did depose and say: that he resides in the Village of Darien , State of Illinois;
'that he is a Group Vice President of CONTINENTAL CASUALTY COMPANY, NATIONAL FiRE INSURANCE COMPANY OF HARTFORC,
and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA described in and which executed the above instrument; that he
knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; that -they were so affixed pursuant to
authority given by the Boards of Directors of said corporations and that he signed his name thereto pursuant to like authority, and acknowledges
' same to be the act and deed of said corporations.
a� i. Par
W NOTARY r
' PUBLIC •l�L�lJ1�. 1 • 1 `�•�4�, .
1 My Commission Expires June 5, 2000 Eileen T. Pachuta Notary Public
CERTIFICATE
1 I, John M. Littler , Assistant Secretary of CONTINENTAL CASUALTY COMPANY, NATIONAL FIRE INSURANCE COMPANY OF
HARTFORD, and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA do hereby certify that the Power of Attorney herein
above set forth is still in force, and further certify that the By -Law and Resolution of the Board of Directors of each carporation.printed on the
reverse herecf are still in force. In testimony whereof I have hereunto sumcribeo my name and affixed the s,.)21s of the said corporations
this 29th day of April 1999
i
�orwaMr�
F y
Qc7
SEAL
78ti7
(Rev,7/1
d/95)
NiSUR,
HAt
CONTINENTAL CASUALTY COMPANY
NATIONAL FIRE INSURANCE COMPANY OF HARTFORD
AMERICAN CASUALTY COMPA NY OF READING, PENNSYLVANIA
� W-
John M. Littler
Assistant Secretary
CNA INSURANCE COMPANIES
AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA
STATEMENT OF ASSETS AND LIABILITIES
December 31, 1997
ASSETS:
Cash
3
667,306
Short-term investments (principally U.S. Government Obiigations)
40,393,574
United States Government obligations
714,216,832
Other public bonds
187,383,428
Industrial and miscellaneous bonds
41,469,233
Preferred stocks
Common stocks of affiliated companies
289,109,872
Other common stocks
1,611,732
Real Estate
408,229
Premiums and agents' balances in course of collection
63,558,272
Premiums, agents balances and installments booked but
deferred and not yet due
21,287,575
Accrued retrospective premiums
33,373,309
Accrued interest dividends and rents
10,416,307
Cther Assets
71,152,473
Admitted Assets
$
1,475,148,142
LIABILITIES:
Unearned premium reserve
$
129,705,862
Reserve for loss and loss adjustment expense
822,040,713
Reserve for taxes, licenses and fees Gncluding federal income taxes)
5,347,154
Other liabilities
31,973,069
1�
TotallUabilities
5
989,066,798
SURPLUS:
Capital paid up 455.00 par value)
Shares authorized: 2,000,000 issued_ 840,000`
$
4,200,000
Surplus
481, 881,343
Surplus as Regards Policyholders
486,081,343
Total
1,475,148,141
f]
ii
1
Failure of items to add to Wtals shown is due to rounding.
State of Illinois )
) ss
County of Cook)
On this 20th day of April, 1997, before me came Patricia L. Kubera and Mary A. Ribikawskis, known
to me personally to be the Group Vice President and the Assistant Secretary, respectively, of the
American Casualty Company of Reading, Pennsylvania being fully swum, certify and attest that the foregoing
statement is a true and correct statement of the assets and liabilid of the said company as of
the date sho in th LL
"_e/ --
221� � —
Mary kJbikawslds, Assistant5ecretary Patricica L Kubera, Group Vice -President
Notary Public
"OFFICIAL SEAL" i
40 MARY JO ABEL
NOTARY PUBLIC, STATE OF ILLINOIS ;
i my Commission Expires liar. 6. 2000
r�oo11 N000��Ho*♦�NI Iti�i�
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4M744 8:19 AM
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