HomeMy WebLinkAboutC2006-052 - 2/28/2006 - Approved
AMENDMENT NO.1
CITY OF CORPUS CHRISTI
CONTRACT FOR PROFESSIONAL SERVICES
The City of Corpus Christi, a Texas home rule municipal corporation, P.O. Box 9277,
Corpus Christi, Nueces County, Texas 78469-9277 (City) acting through its duly authorized
City Manager or Designee (Director of Engineering Services) and Brown and Caldwell, a
California corporation, 9011 Mountain Ridge, Suite 100, Austin, Travis County, Texas
78759, (Architect/Engineer - AlE), hereby agree as follows:
SCOPE OF PROJECT (City-wide Infiltration Related Collection System
Enhancement Program - Project No. 7344-1A)
,Sub-Basin Master Plan - Work under this task will cover the development of
recommendations for collection system improvements for twelve (12) undeveloped study
areas. The deliverables will include a map identifying the proposed land use, preferred
collection system pipe alignment, pipe diameter, direction offlow, and any other collection
system infrastructure improvements that will need to be incorporated into the study areas.
The map will be accompanied by a technical memorandum that will identify the
methodology and background information used and the alignment alternatives.
Oso Service Area and a portion of Greenwood Service Area Inflow-Infiltration (I-I)
ISanitarv Sewer Evaluation Survey (SSES) - Deterioration of the City's Wastewater
collection system allows infiltration and inflow of water and foreign material into the system.
This results in reduced line capacity and manhole overflows potentially leading to non-
compliance with environmental regulations. Preliminary improvements are to have smoke
testing, line cleaning and televising for condition reports to determine the highest priority
sections of the collection system. Reports that enable the City to meet Capacity,
Managem~nt, Ope~~tions, af1~_~al_f1~~nance (CIV10M) requirements must be generated.
2 SCOPE OF SERVICES
The AlE hereby agrees at Its own expense, to perform design services necessary to
review and prepare plans, specifications, and bid and contract documents. In addition, AlE
will provide monthly status updates (project progress or delays, Gantt charts presented with
monthly invoices) and provide contract administration services, as described in Exhibit "A"
and "A-1". to complete the Project. Exhibit "A-1" provides supplemental description of
services to Exhibit "A" and is not intended to supersede services described in Exhibit "A".
Other pertinent exhibits include Exhibit A-2 Maps, Exhibit A-3 Fee Per Unit, and
Exhibit A-4 Pertinent Field Data. Work will not begin on Additional Services until
requested by the AlE (provide breakdown of costs, schedules), and written authorization is
provided by the Director of Engineering Services
AlE services will be "Services for Construction Projects"- (Basic Services for Construction
Projects") which are shown and are in accordance with "Professional Engineering Services-
A. Guide to the Selection and Negotiation Process, 1993" a joint publication of the
Consulting Engineer's Council of Texas and Texas Society of Professional Engineers. For
2006-052
02/28/06
\'12006-061 -..~
Contract for Professional Services
Page 1 of 4
Last Revision: Dee 2004
',I DWELU\MENDC.lENT ~,() . CONTRACT PROFESSIONAL SERVICES
Brown and Caldwell
purposes of this contract, certain services listed in this publication as Additional Services
will be considered as Basic Services.
3. ORDER OF SERVICES
The AlE agrees to begin work on those authorized Basic Services for this contract upon
receipt of the Notice to Proceed from the Director of Engineering Services. Work will not
begin on any phase or any Additional Services until requested in writing by the AlE and
written authorization is provided by the Director of Engineering Services. The anticipated
schedule of the preliminary phase, design phase, bid phase, and construction phase is
shown on Exhibit "A". This schedule is not to be inclusive of all additional time that may
be required for review by the City staff and may be amended by orwith the concurrence of
the Director of Engineering Services.
The Director of Engineering Services may direct the AlE to undertake additional services or
tasks provided that no increase in fee is required. Services or tasks requiring an increase
of fee will be mutually agreed and evidenced in writing as an amendment to this contract.
AlE shall notify the City of Corpus Christi within three (3) days of notice if tasks requested
requires an additional fee.
4 MANDATORY REQUIREMENTS
AlE agrees to the mandatory contract and insurance requirements as set forth in Exhibit
"8"
5. FEE
The City will pay the AlE a fee, as described in Exhibit "A", for providing services
authorized. Monthly invoices will be submitted in accordance with Exhibit "0".
6 TERMINATION OF CONTRACT
The City may, at any time, with or without cause, terminate this contract upon seven days
written notice to the AlE at the address of record. In this event, the AlE will be
compensated for its services on all stages authorized based upon AlE and City's estimate
of the proportion of the total services actually completed at the time of termination.
7 LOCAL PARTICI PA TION
The City Council's stated policy is that City expenditures on contracts for professional
services be of maximum benefit to the local economy. The AlE agrees that at least 40% of
the work described herein will be performed by a labor force residing within the Corpus
Christi Metropolitan Statistical Area (MSA). Additionally, no more than 60% of the work
described herein will be performed by a labor force residing outside the Corpus Christi
Metropolitan Statistical Area (MSA).
Contract for Professional Services
Page 2 of 4
Last Revision: Dee 2004
. USERS2H)M' ..ELMAP\C;EN V\ASHWA ER\73,j' IA BWJ'N1j ANI):ALDWELL.AMENDMENT NO !"CONTRACT PROFESSIONAL SERVICES
8 ASSIGNABILITY
The AlE will not assign, transfer or delegate any of its obligations or duties in this contract
to any other person without the prior written consent of the City, except for routine duties
delegated to personnel of the AlE staff. If the AlE is a partnership, then in the event of the
termination of the partnership, this contract will inure to the individual benefit of such
partner or partners as the City may designate. No part of the AlE fee may be assigned in
advance of receipt by the AlE without written consent of the City.
The City will not pay the fees of expert or technical assistance and consultants unless such
employment, including the rate of compensation, has been approved in writing by the City.
9. OWNERSHIP OF DOCUMENTS
All documents including contract documents (plans and specifications), record drawings,
contractor's field data, and submittal data will be the sole property of the City, may not be
used again by the AlE without the express written consent of the Director of Engineering
Services However, the AlE may use standard details that are not specific to this project.
The City agrees that any modification of the plans will be evidenced on the plans, and be
signed and sealed by a professional engineer prior to re-use of modified plans.
10. INSURANCE, INDEMNIFICATION AND HOLD HARMLESS
The Consultant will submit to the City Engineer a certificate of insurance, with the City
named as additionally insured, showing the minimum coverage set forth in Exhibit "B" by
an insurance company acceptable to the City. The Consultant further agrees to indemnify,
save harmless and defend the City of Corpus Christi, and its agents, servants, and
employees as more fully set forth in Exhibit "B"
11. DISCLOSURE OF INTEREST
AlE further agrees, In compliance with City of Corpus Christi Ordinance No. 17112, to
complete, as part of this contract. the Disclosure of Interests form attached hereto as
Exhibit "C".
12. CONFLICT OF INTEREST
AlE further agrees, in compliance with H. B. 914, to complete, as part of this contract,
the Conflict of Interests form attached hereto as Exhibit "E".
Contract for Professional Services
Page 3 of 4
Last Revision: Dee 2004
'iUSERS2HO/V!! \ELMAP\(;EN\\ASTEVVA ER\734\ IA BW)'N'j .AND CALDWELLIAMENDMENT NO 1\CONTRACT PROFESSIONAL SERVICES
CITY OF CORPUS CHRISTI
BROWN AND CALDWELL
',,-,
By,~~\ -:+.-,'" '''-_~ -,
Ronald F. Massey, \
Assistant City Manager
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Date
By \'. _ ,--1"" ~ .l ((-
Pervez Jameel, P. E. Date
9011 Mountain Ridge, Suite 100
Austin, TX 78759
(512) 328-8975 Office
(512) 328-8985 Fax
RECOMMENDED
-~
By ~~, z/-t tkt
el R. Escobar, P E., --o-att -
irector of Engineering Services
ATTEST
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By, . --
Armando Chapa, City S ' etary
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APPROVED AS TO FORM
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Contract for Professional Services
Page 4 of 4
Last Revision: Dec 2004
USERS2 HOMe,ELM/lP\CEN WA.S1f'\^i/l FR\734,' 'A BROW'! AND '~ALD\^iELL'AMENDMENT NO 1\CONTRACT PROFESSIONAL SERVICES
AMENDMENT NO.1
EXHIBIT A
CITY OF CORPUS CHRISTI, TEXAS
SCOPE OF SERVICES
BASIC SERVICES
BasIc Services will include the following in addition to those items shown on Exhibit
"A-1" Task List.
1. SUB-BASIN MASTER PLANS
STAGE 1
Preliminary Phase -. The Architect/Engineer-AlE will:
It is the intent of the Preliminary Phase to provide the following services including a
Report recommending improvements. The report shall include:
a Confer with the City staff at the start of this phase regarding the design
parameters of the Project. The Engineer will participate in a minimum of three (3)
formal meeting(s) with City staff, provide agenda and purpose for each formal
meeting; document and distribute meeting minutes within seven (7) working days
of the meeting. The AlE will discuss the project with the operating department
(Water, Wastewater, Gas, Storm Water, Streets, etc.) and other agencies, as
required to satisfactorily complete the Project.
1) Review the Project with the respective Operating Department(s) and
discussions including clarification and definition of intent and execution of the
Project; The AlE will meet with City staff to collect data, discuss materials and
methods of construction, and identify design and construction requirements.
2) Review and investigate of available records, archives, and pertinent data
related to the Project including list of potential problems and possible conflicts,
intent of design and improvements required, and conformance to relevant
Master Plan(s).
3) Identify results of site field investigation including site findings, existing
conditions, potential right of wayleasements, and probable Project design
solutions (which are common to municipalities).
4) Provide a presentation of pertinent factors, sketches, designs, cross-sections,
and parameters which will or may impact the design, including engineering
design basis preliminary layout sketches, identification of needed additional
services
5) Advise of environmental site evaluations and archeology reports that are
needed for the Project (Environmental issues and archeological services to be
an Additional Service)
EXHIBIT "A"
Page 1 of 16
Last Revision: Dee 2004
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6) Confer, discuss, and meet with City operating department(s) and Engineering
Services staff to produce a cohesive, well-defined proposed scope of design,
and design alternatives.
7) Provide a letter stating that the AlE and Sub-consultant Engineers have
checked and reviewed all final submittals.
City staff will provide one set only of the following information (as applicable):
a. Record drawings, record information of existing facilities, and utilities (as available
trom City Engineering files).
b. The preliminary budget. specifying the funds available for construction.
c Aerial photography for the Project area.
d Through separate contract, related GIS mapping for existing facilities.
e A copy of existing studies and plans. (as available from City Engineering files).
t Provide applicable Master Plans.
NOTE: No Design, Bidding, or Construction Phase work is authorized by the Director of
Engineering Services. Services will be negotiated after completion ofthe Preliminary Phase
and acceptance by the Director of Engineering Services. Following are the minimum duties
of the Engineer, and are included herewith for information only. Subsequent amendments to
this contract will authorize future phases, including duties and fee.
STAGE 2
2 Design Phase - Upon approval of the preliminary phase, designated by receiving
authorization to proceed, the A/E will:
a Study, verify, and implement Report recommendations including construction
sequencing. connections to the existing facilities, and restoration of property and
incorporate these plans into the construction plans. Development of the
construction sequencing will be coordinated with the City Operating
Department(s) and Engineering Services staff.
t) Prepare one (1) set of Construction Bid and Contract Documents in City format
(using City Standards as applicable), including Contract agreement forms, general
conditions and supplemental conditions, notice to bidders, instruction to bidders,
insurance, bond requirements, and preparation of other contract and bid related
items, speCifications and drawings to fix and describe, for one bid, the size and
character of the entire Project; description of materials to be utilized; and such
other essentials as may be necessary for construction and cost analysis.
Provide assistance to identify testing, handling and disposal of any hazardous
materials and/or contaminated soils that may be discovered during construction
(to be included under additional services).
'1 Prepare final quantities and estimates of probable costs with the recommended
construction schedule. The construction schedule will provide a phased approach
to track progress and payments
EXHIBIT "A"
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Last Revision: Dee 2004
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8. Furnish one (1) copy of the interim plans (plans only-identify needed
specifications) to the City staff for review and approval purposes with estimates of
probable construction costs. Identify distribution list for plans and bid documents
to all affected utilities including City and all other affected entities. Required with
the intenm plans is a "Plan Executive Summary" which will identify and summarize
the project by distinguishing key elements such as:
. Pipe Size or Building Size
. Pipe Material, etc.
. Why one matenal is selected over another
. Pluses of selections
. ROW requirements and why
. Permit requirements and why
. Easement requirements and why
. Embedment type and why
. Constructability, etc.
. Specific requirements of the City
. Standard specifications
. Non-standard specifications
. Any unique requirements
. Cost, alternatives, etc.
. Owner permit requirements and status
Assimilate all review comments, modifications, additions/deletions and proceed to
next phase, upon Notice to Proceed
9 Provide one (1) copy of pre-final plans and bid documents to the City staff for
review and approval purposes with revised estimates of probable costs. Compile
comments and incorporate any requirements into the plans and specifications,
and advise City of responding and non-responding participants.
h Provide Quality Assurance/Quality Control (QA/QC) measures to ensure that
submittal of the interim, pre-final, and final complete plans and complete bid
documents with specifications accurately reflect the percent completion
designated and do not necessitate an excessive amount of revision and
correction by City staff. The Consultant AlE and Sub-consultant AlE shall
submit a letter declaring that all engineering disciplines of all phases ofthe
submittals have been checked, reviewed, and are complete prior to
submission, and include signature of all disciplines including but not
limited to structural, civil, mechanical, electrical, etc.
Provide traffic controls including a Traffic Control Plan, illumination, markings and
striping, signalization. and as delineated by the City Traffic Engineering
Department
Upon approval by the Director of Engineering Services, provide one (1) set (hard
copy and electronic) of final plans and contract documents suitable for
reproduction (In City Format) and said bid documents henceforth become the sole
property and ownership of the City of Corpus Christi.
k The City agrees that any modifications of the submitted final plans (for other uses
by the City will be evidenced on the plans and be signed and sealed by a
professional engineer prior to re-use of modified plans.
EXHIBIT "A"
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Last Revision: Dee 2004
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Prepare and submit monthly status reports with action items developed from
monthly progress and review meetings.
m. Provide a Storm Water Pollution Prevention Plan, Best Management Practices
(BMP's). as required.
City staff will'
a Designate an Individual to have responsibility, authority, and control for
coordinating activities for the construction contract awarded.
tJ Provide the budget for the Project specifying the funds available for the
construction contract.
Provide the City's standard specifications, standard detail sheets, standard and
special provisions, and forms for required bid documents.
3 Bid Phase - The AlE will:
a Participate in the pre-bid conference and provide a recommended agenda for
critical construction activities and elements impacted the project.
D Assist the City in solicitation of bids by identification of prospective bidders, and
review of bids by solicited interests.
Review all pre-bid questions and submissions concerning the bid documents and
prepare. in the City's format, for the Engineering Services' approval, any addenda
or other revisions necessary to inform contractors of approved changes prior to
bidding.
rj Attend bid opening. analyze bids, evaluate, prepare bid tabulation, and make
recommendation concerning award of the contract.
p In the event the lowest responsible bidder's bid exceeds the project budget as
revised by the Engineering Services in accordance with the AlE's design phase
estimate required above, the AlE will, at its expense confer with City staff and
make such revisions to the bid documents as the City staff deems necessary to
re-advertise that particular portion of the Project for bids.
City staff will'
a Arrange and pay for printing of all documents and addenda to be distributed to
prospective bidders
D Advertise the Project for bidding, maintain the list of prospective bidders, receive
and process deposits for all bid documents, issue (with the assistance of the AlE)
any addenda. prepare and supply bid tabulation forms, and conduct bid opening.
Receive the A/E's recommendation concerning bid evaluation and
recommendation and prepare agenda materials for the City Council concerning
bid awards.
(j Prepare. review and provide copies of the contract for execution between the City
and the contractor.
EXHIBIT "A"
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Last Revision: Dee 2004
.j 'U~.f ">;.HOMf'Vfl'MI .;fN\\W\S' E'''..'' ER '344 BROVifJ ANU CAl DWELl.AMENDMENT NO 1 EXHIBIT A
4. Construction Phase - The A/E will perform contract administration to include the
following:
a. Participate in pre-construction meeting conference and provide a recommended
agenda for critical construction activities and elements impacted the project.
b Review for conformance to contract documents, shop and working drawings,
materials and other submittals.
'J Review field and laboratory tests.
d Provide interpretations and clarifications of the contract documents for the
contractor and authorize required changes, which do not affect the contractor's
price and are not contrary to the general interest of the City under the contract.
8 Make regular visits to the site of the Project to confer with the City project
inspector and contractor to observe the general progress and quality of work, and
to determine, in general, if the work is being done in accordance with the contract
documents This will not be confused with the project representative observation
or continuous monitoring of the progress of construction.
Prepare change orders as authorized by the City (coordinate with the City's
construction division); provide interpretations and clarifications of the plans and
specifications for the contractor and authorize minor changes which do not affect
the contractor's price and are not contrary to the general interest of the City under
the contract
q. Make final Inspection with City staff and provide the City with a Certificate of
Completion for the project.
h Review construction "red-line" drawings, prepare record drawings of the Project as
constructed (from the "red-line" drawings, inspection, and the contractor provided
plans) and deliver to the Engineering Services a reproducible set and electronic
file (AutoCAD r.14 or earlier and .pdf) of the record drawings. All drawings will be
CADD drawn uSing dwg format in AutoCAD, and graphics data will be in dxf
format with each layer being provided in a separate file. Attribute data will be
provided in ASCII format in tabular form. All electronic data will be compatible
with the City GIS system.
City staff will'
a Prepare applications/estimates for payments to contractor.
b Conduct the final acceptance inspection with the A/E.
EXHIBIT "A"
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Last Revision: Dee 2004
H--US;-- F.'S2"HOME\VF_~_M/'>'~;EN\VVASTE\\ic.TFFl344 ~ t.... BRC';JN MJD CALO'NELL'AMENDMENT NC 1\EXHIBIT A
2. Oso Service Area and a portion of Greenwood Service Area Infiltration-Inflow (I-I)
SANITARY SEWER EVALUATION SURVEY (SSES)
STAGE 1
1 Preliminary Phase - The Architect/Engineer-A/E will:
It is the intent of the Preliminary Phase to provide a Technical Memorandum of
project scope with economic and technical evaluation of alternatives, and upon
approval. proceed in a Technical Memorandum which includes preliminary designs
and written description of the project. This memorandum shall include:
a. Confer with the City staff at the start of this phase regarding the design
parameters of the Project. The Engineer will participate in a minimum of three (3)
formal meeting(s) with City staff, provide agenda and purpose for each formal
meeting; document and distribute meeting minutes and meeting report within
seven (7) working days of the meeting. The A/E will discuss the project with the
operating department (Water, Wastewater, Gas, Storm Water, Streets, etc.) and
other agencies. as required to satisfactorily complete the Project.
b Submit one (1) copy in an approved electronic format, and one (1) paper copy of
the Technical Memorandum with executive summary, opinion of probable
construction costs with life cycle analysis, defined technical evaluations of
identified feasible alternatives, and review with City staff to produce an acceptable
format. This Technical Memorandum must correlate with CCTV Report for
ease of use by Wastewater Department and will include the following (with
CONSTRUCTABILlTY being a major element in all the following items):
1) Review of the Project with the respective Operating Department(s) and
discussions including clarification and definition of intent and execution of
the Project; The AlE will meet with City staff to collect data, discuss
matenals and methods of construction, and identify design and construction
requirements
2) Review and investigation of available records, archives, and pertinent data
related to the Project including taking photographs of the Project site, list of
potential problems and possible conflicts, intent of design, and
improvements required, and conformance to relevant Master Plan(s).
3) Identity results of site field investigation including site findings, existing
conditions. potential right of way/easements, and probable Project design
solutions (which are common to municipalities).
4) Provide a presentation of pertinent factors, sketches, designs, cross-
sections, and parameters which will or may impact the design, including
engineering design basis, preliminary layout sketches, identification of
needed additional services, preliminary details of construction of critical
elements, Identification of needed permits, identification of specifications to
be used, identification of quality and quantity of materials of construction,
and other factors required for a professional design (CONSTRUCTABILlTY).
EXHIBIT "A"
Page 6 of 16
Last Revision: Dee 2004
;;'S2:H()ME""L~"Y (;EN'W~S ff',\ A! FR' 73d .IA BR INN',NO ~.llj';l: LAMENDMEW .,0 !\[,>;HIBIT A
5) Confer, discuss, and meet with City operating department(s) and
Engineering Services staff to produce a cohesive, well-defined proposed
scope of design, probable cost estimates(s) and design alternatives.
6) Provide a letter stating that the A/E and Sub-consultant Engineers have
checked and reviewed the technical memorandum prior to submission.
NOTE: No Design, Bidding, or Construction Phase work is authorized by the Director of
Engineering Services. Services will be negotiated after completion of Stage 1 and
acceptance by the Director of Engineering Services. Following are the minimum duties of
the Engineer. and are included herewith for information only. Subsequent amendments to
this contract will authorize future phases, including duties and fee.
STAGE 2
2 Design Phase .. Upon approval of the preliminary phase, designated by receiving
authorization to proceed, the Architect/Engineer-A/E will:
a Study, verify, and implement Technical Memorandum recommendations
including construction sequencing, connections to the existing facilities, and
restoration of property and incorporate these plans into the construction plans.
Development of the construction sequencing will be coordinated with the City
Operating Department(s) and Engineering Services staff.
tJ Prepare one (1) set of Construction Bid and Contract Documents in City format
(using City Standards as applicable), including Contract agreement forms, general
conditions and supplemental conditions, notice to bidders, instruction to bidders,
insurance, bond requirements, and preparation of other contract and bid related
items; specifications and drawings to fix and describe, for one bid or for multiple
bids, the size and character of the entire Project: description of materials to be
utilized; and such other essentials as may be necessary for construction and cost
analysis
Provide assistance identify testing, handling and disposal of any hazardous
materials and/or contaminated soils that may be discovered during construction
(to be included under additional services).
cj Prepare final quantities and estimates of probable costs with the recommended
construction schedule. The construction schedule will provide a phased approach
to better track progress and payments.
e Furnish one (1) copy of the interim plans (plans only-identify needed
specifications) to the City staff for review and approval purposes with estimates of
probable construction costs. Identify distribution list for plans and bid documents
to all affected utilities including City and all other affected entities. Required with
the interim plans is a "Plan Executive Summary" which will identify and summarize
the project by distinguishing key elements such as:
. Pipe Size or Building Size
. Pipe Material, etc.
. Why one material is selected over another
EXHIBIT "A"
Page 7 of 16
Last Revision: Dee 2004
H !->~2HOMr\V[i M,lor J,EN\\NAS rr-W,ATEF~T344 u. BRO.'.tiN .'\tJD C;~[:rlvrl I AMENDMENT N(; , ',EXHIBIT A.
. Pluses of selections
. ROW requirements and why
. Permit requirements and why
. Easement requirements and why
. Embedment type and why
. Constructability, etc.
. Specific requirements of the City
. Standard specifications
. Non-standard specifications
. Any unique requirements
. Cost, alternatives, etc.
. Owner permit requirements and status
Assimilate all review comments, modifications, additions/deletions and proceed to
next phase. upon Notice to Proceed.
9 Provide one (1) copy of pre-final plans and bid documents to the City staff for
review and approval purposes with revised estimates of probable costs. Compile
comments and incorporate any requirements into the plans and specifications,
and advise City of responding and non-responding participants.
h Provide Quality Assurance/Quality Control (QA/QC) measures to ensure that
submittal of the interim, pre-final (if required), and final complete plans and
complete bid documents with specifications accurately reflect the percent
completion designated and do not necessitate an excessive amount of revision
and correction by City staff. The Consultant AlE and Sub-consultant AlE shall
submit a letter declaring that all engineering disciplines of all phases of the
submittals have been checked, reviewed, and are complete prior to
submission, and include signature of all disciplines including but not
limited to structural, civil, mechanical, electrical, etc.
If required, proVide traffic controls including a Traffic Control Plan, illumination,
markings and striping, signalization, and as delineated by the City Traffic
Engineering Department.
Upon approval by the Director of Engineering Services, provide one (1) set (hard
copy and electronic) of final plans and contract documents suitable for
reproduction (In City Format) and said bid documents henceforth become the sole
property and ownership of the City of Corpus Christi.
~: The City agrees that any modifications of the submitted final plans (for other uses
by the City) will be evidenced on the plans and be signed and sealed by a
professional engineer prior to re-use of modified plans.
Prepare and submit monthly status reports with action items developed from
monthly progress and review meetings.
m. Provide a Storm Water Pollution Prevention Plan.
n Ordinance No. 19663 establishes the Municipal Public Arts Program requiring
works of art to be included in certain city vertical construction projects. If it is
determined this project is subject to Municipal Public Art Program, the
architect/engineer will cooperate during the design process to fulfill the
requirements of the ordinance.
EXHIBIT "A"
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Last Revision: Dee 2004
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City staff will
a Designate an individual to have responsibility, authority, and control for
coordinating activities for the construction contract awarded.
[) Provide the budget for the Project specifying the funds available for the
construction contract.
Provide the City's standard specifications, standard detail sheets, standard and
special provisions, and forms for required bid documents.
~~ Bid Phase - The AlE will:
a Participate In the pre-bid conference and provide a recommended agenda for
critical construction activities and elements impacted the project.
b Assist the City in solicitation of bids by identification of prospective bidders, and
review of bids by solicited interests.
Review all pre-bid questions and submissions concerning the bid documents and
prepare, in the City's format, for the Engineering Services' approval, any addenda
or other reVisions necessary to inform contractors of approved changes prior to
bidding
.j Attend bid opening, analyze bids, evaluate, prepare bid tabulation, and make
recommendation concerning award of the contract.
R In the event the lowest responsible bidder's bid exceeds the project budget as
revised by the Engineering Services In accordance with the AlE's design phase
estimate required above, the Engineer will, at its expense, confer with City staff
and make such revisions to the bid documents as the City staff deems necessary
to re-advertlse that particular portion of the Project for bids.
City staff will'
a Arrange and pay for printing of all documents and addenda to be distributed to
prospective bidders.
[) Advertise the Project for bidding, maintain the list of prospective bidders, receive
and process deposits for all bid documents, issue (with the assistance of the AlE)
any addenda, prepare and supply bid tabulation forms, and conduct bid opening.
Receive the Engineer's recommendation concerning bid evaluation and
recommendation and prepare agenda materials for the City Council concerning
bid awards.
d Prepare, review and provide copies of the contract for execution between the City
and the contractor.
4 Construction Phase - The AlE will perform contract administration to include the
following:
a Participate in pre-construction meeting conference and provide a recommended
agenda for critical construction activities and elements impacted the project.
t) Review for conformance to contract documents, shop and working drawings,
materials and other submittals.
Review field and laboratory tests.
EXHIBIT "A"
Page 9 of 16
Last Revision Dee 2004
~""S~'\HOME\V~!_Mp-f"(;EN\,WA..s TE\^~'uTEP', l34,J. 1 A BRC\-\IN
I AMENDMENT Nr 1\EXHIBIT A
d. Provide interpretations and clarifications of the contract documents for the
contractor and authorize required changes, which do not affect the contractor's
price and are not contrary to the general interest of the City under the contract.
,~ Make regular visits to the site of the Project to confer with the City project
inspector and contractor to observe the general progress and quality of work, and
to determine, in general, if the work is being done in accordance with the contract
documents This will not be confused with the project representative observation
or continuous monitoring of the progress of construction.
Prepare change orders as authorized by the City (coordinate with the City's
construction division); provide interpretations and clarifications of the plans and
specifications for the contractor and authorize minor changes which do not affect
the contractor's price and are not contrary to the general interest of the City under
the contracl
."J Make final Inspection with City staff and provide the City with a Certificate of
Completion for the project.
h As applicable, review and assure compliance with plans and specifications, the
preparation of operating and maintenance manuals (by the Contractor) for all
equipment Installed on this Project These manuals will be in a "multimedia
format" suitable for viewing with Microsoft's Internet Explorer, version 3.0. As a
minimum the Introduction. Table of Contents, and Index will be in HTML
(HyperText Markup Language) format, with HyperText links to the other parts of
the manual The remainder of the manual can be scanned images or a mixture of
scanned images and text. use the common formats for scanned images - GIF,
TI FF JPEG. etc. Confirm before delivery of the manuals that all scanned image
formats are compatible with the image-viewing software available on the City's
computer - Imaging for Wing5 (Wang) and Microsoft Imaging Composer. Deliver
the manuals on a CD-ROM, not on floppy disks,
Review construction "red-line" drawings, prepare record drawings of the Project as
constructed (from the "red-line" drawings, inspection, and the contractor provided
plans) and deliver to the Engineering Services a reproducible set and electronic
file (AutoCAD r 14 or earlier and .pdf) of the record drawings. All drawings will be
CADD drawn using dwg format in AutoCAD, and graphics data will be in dxf
format with each layer being provided in a separate file. Attribute data will be
provided in ASCII format in tabular form. All electronic data will be compatible
with the Citv GIS system.
City staff will:
--1 Prepare applications/estimates for payments to contractor.
t') Conduct the final acceptance inspection with the Engineer.
ADDITIONAL SERVICES (ALLOWANCE)
This section defines the scope (and ALLOWANCE) for compensation for additional
services that may be included as part of this contract but the AlE will not begin work on
Additional Services without specific written approval by the Director of Engineering
Services. Fees for Additional Services are an allowance for potential services to be
EXHIBIT "A"
Page 1 0 of 16
Last Revision Dee 2004
11:;1, ,;l HOMFIVi i M.A, (,EN'\',AS ill'" rEP'34J A BPO.;',N MW CAI DW,: I .AMENDMUH NC ,\EXHIBIT"
provided and will be negotiated by the Director of Engineering Services as required.
The A/E will. with written authorization by the Director of Engineering Services and
subject to agreement on compensation and schedule, do the following:
1. Permittina (TBD) - Furnish the City all engineering data and documentation
necessary for all required permits. The AlE will prepare this documentation for all
required signatures. The A/E will prepare and submit all permits as applicable to the
appropriate local, state, and federal authorities, including, but not limited to:
a Union PacifIc Railroad. Missouri Pacific Railroad, or any other railroad operating in
the area
b TxDOT Permits/Amendments
Wetlands Delineation and Permit
d Temporary Discharge Permit
e NPDES Permit/Amendments
Texas Commission of Environmental Quality (TCEQ) Permits/Amendments
9 Nueces County
h Texas Historical Commission (THC)
U.S. Fish and Wildlife Service (USFWS)
U.S. Army Corps of Engineers (USACE)
k United States Environmental Protection Agency (USEPA)
Texas Department of License and Regulation (TDLR )
2. Riaht-of-Way (ROW) Acquisition Survey (TBD) - The AlE will review existing ROW
and easements to ascertain any conflicts and provide field ROW surveys and submit
ROW plats and descriptions for the City's use in the acquisition process. All work
must comply with Category 1-A, Condition I specifications of the Texas Society of
Professional Surveyors' Manual of Practice for Land Surveying in the State of Texas,
Ninth Edition. All work must be tied to and conform with the City's Global Positioning
System (GPS control network and comply with all TxDOT requirements as
applicable. A/E Consultant will be required to perform all necessary deed research.
3. Topoaraphic Survey - Provide field surveys, as required for design including the
necessary control points, coordinates and elevations of points (as required for the
aerial mapping of the Project area - aerial photography to be provided by City).
Establish base survey controls for line and elevation staking (not detailed setting of
lines and grades for specific structures or facilities). All work must be tied to and
';onform with the City's Global Positioning System (GPS) control network and comply
with Category 6, Condition I specifications of the Texas Society of Professional
Surveyors' Manual of Practice for Land Surveying in the State of Texas, Ninth
Edition Include reference to a minimum of two (2) found boundary monuments from
the project area
EXHIBIT "A"
Page 11 of 16
Last Revision: Dee 2004
ilUS, i.'S2iHOME\VfUv1ri;EN\\V~,TEwr TEFJ34.: :A BRCh\'N ".'Hi eM D,'iEJL-AMENDMENT NC 1 ,EXHIBIT -"
4. Environmentallssues
a Provide environmental site evaluations and Archeology Reports that are needed
for the Project.
t) Identify and develop a scope of work for any testing, handling and disposal of
hazardous materials andlor contaminated soils that may be discovered during
construction.
5. CCTV and Line Cleaning - Using the data previously obtained during smoke testing
and manhole pipe inspection, a listing of line segments recommended for internal
inspection will be prepared. The listing will also take into consideration historical
complaint records to aid in the CCTV recommendations and prioritized listing. The
following work tasks are associated with the Cleaning and CCTV inspection:
A Clean sewer lines prior to inspection to obtain an unobstructed view of the pipe to
obtain a clear and accurate assessment of the condition of the sewer, along with
the physical and dimensional characteristics of the pipe. Normal cleaning will
consist of up to three passes of the jet hose. Engineer may terminate cleaning if
in his opinion continued cleaning may create or increase the size of voids around
the pipeline AlE will attempt to dewater ahead of the camera using the jet nozzle
where necessary to maximize the pipeline observations. No bypass pumping is
anticipated under this contract.
B Inspect 8-inch and larger pipe with Closed Circuit Color Television using Pipeline
Assessment Certification Program (PACP) coding and databases. Coding utilized
to be approved by the City of Corpus Christi.
e Make a color DVD formatted video recording of the entire inspection of each
segment Video shall include the following at a minimum:
. Date and time inspected
. Line segment being inspected
. Project Name & Project Number
. Location (Address)
. Footage location from Manhole
· Defect Code andlor Type and Severity Rating
. Use City manhole numbering system
D. Document findings from CCTV inspection.
E Furnish all materials, equipment, supplies, and personnel to perform the complete
inspection. AlE will pay for fire hydrant meter, cost of water, and any associated
fees.
F AlE will provide the City on a monthly basis one (1) DVD containing the digital
video images captured during the CCTV work, one (1) paper copy of the
observation log, and one (1) electronic copy of the observation log in PACP
approved format.
C; Remove and dispose of all debris at the Greenwood Wastewater Treatment Plant
site. The AlE is responsible for obtaining a waste hauler registration number from
the Wastewater Department, for drying of debris, removal I hauling to an
approved landfill, restoration of drying beds, and payment of landfill costs
associated with disposal.
H Repair and replace existing structures or property, public or private, damaged by
Engineer's employees or activities.
EXHIBIT "A"
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USi <S2-HOMEWFI MAi'(;EN',VVASTFV-/,'\fF-R :.3446, BRO".:/N /dJD C/l.LDW~_[ L\AMENDMENT NC j\.EXHIBI1 A
Take precautions to prevent damage to sewer lines. The AlE understands that
the City will be issuing contracts to outside contractors for major line cleaning and
repairs. Should major line cleaning, repairs or a camera or jet nozzle become
lodged in the sewer line, the AlE will immediately notify the City who will direct its
contractor to perform the necessary work. The City will coordinate the point repair
and easement restoration necessary to remove the lodged equipment at no cost
to the AlE provided the blockage was not due to any negligence of the AlE or to
improper use of cleaning or CCTV equipment.
Prepare a final report that summarizes all work performed and recommend
rehabilitation for each line segment included in this study.
I-< AlE to prepare Traffic Control Plan; and obtain approval from the City's Traffic
Engineering Services Department. (See Item 16.)
AlE will notify the City immediately of any significant defect observed that may
require immediate attention.
6. Construction Observation Services (TBD)
7. Manhole Inspections
8. Temporary Flow Monitorina
9. Smoke Testina
10. Dye Water Testinq
11. Expose/Uncover Buried Manholes & Cold Patch
12. 6 inch Pilot Collector Service Study
13. Service Lateral Assessment
14. Update Existing GIS Wastewater Database & Map
15. Interactive Data Visualization
16. Traffic Control Plans
Provide the services above authorized in addition to those items shown on Exhibit "A-1"
Task List.
EXHIBIT "A"
Page 13 of 16
last Revision: Dee 2004
HUS. C'S2HOMf\V! l MM ',;EN\WAS rEWA rEpJ344 ,~ BRO'NN AND CI\.,_DWcl LAMENDMENT [-K 1 ,EXHIBIT A
2 SCHEDULE
PROPOSED PROJECT SCHEDULES
Sub-Basin Master Plan
Day Date Activity
Wednesday 03/01/06 Begin Preliminary Phase (Areas 1-3)
Monday 03/06/06 Interim Submittal NO.1
Friday 03/17/06 City Review & Revisions
I Monday 03/27/06 - 06/27/06 Final Submittal NO.1 - Planning and Zoning Approval
and City Council Approval
Monday 03/27/06 Beqin Preliminary Phase (Areas 4-6)
Monday 05/01 /06 Interim Submittal No.2
Friday 05/12/06 City Review & Revisions
i Monday OS/22/06 - 08/15/06 Final Submittal NO.2 - Planning and Zoning Approval
and City Council Approval
Monday OS/22/06 Begin Preliminary Phase (Areas 7-9)
Monday 06/26/06 Interim Submittal NO.3
Friday 07/07/06 City Review & Revisions
i Monday 07117/06 - 10/10/06 Final Submittal NO.3 - Planning and Zoning Approval
and City Council Approval
Monday 07/17/06 Beqin Preliminary Phase (Areas 10-12)
Monday 08/21/06 Interim Submittal No.4
Friday 09/01/06 City Review & Revisions
! Monday 09/11/06 - 12/12/06 Final Submittal NO.4 (Maps 10-12) - Planning and
, Zoning Approval and City Council Approval
!
Monday (2) TBD Advertise for Bids
Tue/Wed/Thu TBD Pre-Bid Conference
Wednesday TBD Receive Bids
Monday TBD Beqin Construction
Weekday TBD Construction Completion
Oso Service Area and a portion of Greenwood Service Area
Infiltration-Inflow (I-I) Sanitary Sewer Evaluation Survey (SSES)
Day Date Activity
Wednesday 03/01/06 Begin SSES Investigation
Monday 11 /27 /06 Submit Draft Report
Friday 12/11 /06 City Review and Revisions
Thursday 12/21/06 Pre-Final Submittal
Monday 1/8/2007 City Review and Revisions
Monday 1/15/2007 Final Report Submittal
Monday TBD Advertise for Bids
Tue/WedlThu TBD Pre-Bid Conference
Wednesday TBD Receive Bids
Monday TBD Begin Construction
Weekday TBD Construction Completion
EXHIBIT "A"
Page 14 of 16
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RS2\HOMP'-/ELt.1t,D\GEN\Wp-,STF\^..'ATFR\73,:;1',1A BRC1\NN .'\NO (./I,l D'NELLIAMENDMENT r-.,;o 1\EXHIBIT A
3. FEES
A. Fee for Basic Services. The City will pay the AlE a fixed fee for providing for all
'"Basic Services" authorized as per the table below. The fees for Basic Services will
not exceed those identified and will be full and total compensation for all services
outlined in Section I. A. 1-3 above, and for all expenses incurred in performing these
services. For services provided in Section 1.A.1-3, AlE will submit monthly
statements for basic services rendered. In Section I.A.1-3, the statement will be
based upon AJE's estimate (and City Concurrence) of the proportion of the total
services actually completed at the time of billing.
B. Fee for Additional Services. For Additional Services authorized by the Director of
Engineering Services under Section 1.8. "Additional Services" the City will pay the
AlE a not-to-exceed fee as per the table below:
C. Payment for Services. City will make prompt monthly payments in response to
AlE's monthly statements. Payment in full, or partial payment with written notice of
any disputed items, will be made by City within sixty (60) days of receipt of each
statement from AlE. If the City fails to make payment to AlE as aforesaid within
ninety (90) days of receipt of any statement, AlE may terminate the provision of its
services, without liability to City and without waiving any right it may have to collect
amounts due under this Agreement.
EXHIBIT "A"
Page 15 of 16
Last Revision: Dee 2004
L;SE:.RS2\HiiMEELMAP\GEMWAST['/v'ATEI:;:\7344\ ~ .c:,. BRl'Vv'N i'J~D C"ALDWELL'AMENDMENT NO. nEXHIBIT ft,
D. Summary of Fees
Fee for Basic Services _= -==---J-
1. Preliminar Phase I
--------+--
2. Desi n Phase_____-+_
~ Bid Phase _ __ ------t-
~~ Construction Phase_____ __._1__
Subtotal Basic Services . .. . .. t
,-- I -~- --"- --~-!--
12.
13.
14.
15.
Total Authorized Fee
Sub-Basin
Master Plan
$300,162
o
o
o
300,162
TBD
TBD
28,105
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
28,105
$328,267
Oso/Greenwood
Basin SSES
$182,527
o
o
o
182,527
TBD
TBD
12,788
TBD
208,370
TBD
50,347
40,091
84,636
4,813
27,500
TBD
TBD
5,500
TBD
TBD
434,045
$616,572
IUSERS2.HOMEVELMAP\C,EN\WAS' EW /I 'ER\734 I 1 /I. FROWN II.ND CALDWELL\AMENDMENT NO 1 'EXHIBIT II
Total
$482,689
o
o
o
482,689
TBD
TBD
40,893
TBD
208,370
TBD
50,347
40,091
84,636
4,813
27,500
TBD
TBD
5,500
TBD
TBD
462,150
$944,839
EXHIBIT "A"
Page 16 of 16
Last Revision: Dee 2004
AMENDMENT NO.1
EXHIBIT A-1
TASK LIST
(Provides supplemental description to Exhibit A Task List does not supersede Exhibit A.)
CITY OF CORPUS CHRISTI
WASTEWATER PROJECT NO. 1A
CITY-WIDE INFILTRATION RELATED
COLLECTION SYSTEM ENHANCEMENT PROGRAM
(PROJECT NO. 7344)
BASIC SERVICES
1. SUB-BASIN MASTER PLANS
Work under this task will cover the development of recommendations for collection system improvements
for twelve (12) of thirteen (13) undeveloped study areas as shown in Exhibit A-2 - Map A. The
deliverables will include a map identifying the proposed land use, preferred collection system pipe
alignment, pipe diameter, direction of flow, and any other collection system infrastructure improvements
that will need to be incorporated into the study areas. The map will be accompanied by a technical
memorandum that will identify the methodology and background information used and the alignment
alternatives
Compile and Review Existinq Documentation
A. Compile, orqanlze, and review existinq documents and data - Consultant will collect and
review existing reports and documentation provided by the City that will assist in the master
planning efforts These documents will include:
. Previous reports and master plans related to the collection system
. Design criteria and standards
. Sewer system maps and record drawings
. GIS maps and databases
. Planning, land use and population information
. Historical Maintenance Records
Project team will generate a list and summary of information reviewed and information
needs, group information by study area in accordance with the project schedule, and
Identify information to be extracted from reports and other data sources to be used in
developing the !llaster recommendations for collection system improvements plan.
2. Land Use and Planninq
A. Review Land Use and Population Data - Meet with City planning staff, review existing land
use maps for each study area. Review and incorporate proposed and recently approved
construction plans and plats.
B. Population Proiections - Use population projections provided by the City to calculate flow
requirements for the proposed study areas. In areas where population information is not
available, develop population projections based on current land use maps.
C. Develop Study Area Boundaries - Meet with City staff and perform site visits and review plat
maps in order to identify the limits of each study area.
EXHIBIT "A-1"
Page 1 of 9
Last Revision Dee 2004
H RS2\HOME-_-EL~.\i\FGEN.w~_sn'~_ATfR\73-;-lA BR,.)VvN ~ND ':Al O',\ELL\AMENDMENT -,0 1\EXHIBIT A.1
3. Site Investiqation Field Survevinq
A. Perform Record Drawinq/Survev Data Research - The Consultant will research record
drawings and survey data available to determine and coordinate the City's vertical datum
basis of all elevation data.
B. Site Investiqations - The Consultant team will walk each site and the proposed alignments to
review site conditions, constructability, and other possible conflicts and confirm the need for
right-of-way or easement acquisition.
C. Field Survevinq - SEE ADDITIONAL SERVICES.
D. Environmental Record Data - Compile existing environmental, archeological and geotechnical
data and show on master plan map. This will be done in accordance with the Texas Historical
Commission and the Antiquities Code of Texas.
4. Desiqn Flow Calculations
A. Desiqn Flow Calculations - Calculate average, peak and wet weather flows for each of the 12
study areas.
5. Technical Memorandum - Sub-Basin Master Plan with Map
A. Assess the Alternatives - Review short and long term benefits for the alternatives. Review
the constructability, capacity and positive and negative impacts for the alternatives.
B. Technical Memorandum - This memo will discuss and identify the methodology and
background information used in the master plans and the alignment alternatives.
C. Master Plan Maps - The maps will identify the proposed land use, preferred collection system
pipe alignment, pipe diameter, direction of flow, and any other collection system infrastructure
Improvements that will need to be incorporated into the study areas.
Del iverables:
· Provide electronic and hard copy of the Technical Memorandum and base maps for sub-
basin master plan for twelve (12) sub-basins and showing recommended wastewater
improvements for each study area.
6. Project Status Updates & Meetinqs
A. Project Kickoff Meetinq - Consultant team will facilitate a project kickoff meeting to discuss
project goals and objectives; project scope, schedule, and deliverables; team member roles
and responsibilities; lines of communication; and key coordination issues.
B. Project Status Meetinqs - During the course of the project, the Consultant team will meet with
City staff on the average of once a month to review project status and discuss project issues.
Consultant team will prepare agenda and meeting minutes for each meeting. Approximately
four (4) project status meetings over the duration of the project shall occur. The Consultant
will develop a project schedule using Microsoft Project that shows activities and each task (by
sub-task).
C. Approvals - Assist the City in presentations to the Planning and Zoning Committee and to the
City Council for approval of Sub-Basin Master Plans, including required exhibit preparation.
EXHIBIT "A-1"
Page 2 of 9
Last Revision: Dee 2004
H '.lJSE:RS2IHOMEWELMAP\GENIWASTEWATER\7344,1A BROWN AND CALDWELLIAMENDMENT '-0 l\EXHIBIT A.'
2. OSO AND GREENWOOD SERVICE AREA INFILTRATION-INFLOW (I-I)
SANITARY SEWER EVALUATION SURVEY (SSES)
Deterioration of the City's Wastewater collection system allows infiltration and inflow of water and foreign
material into the system. This results in reduced line capacity and manhole overflows potentially leading
to non-compliance with environmental regulations. Preliminary improvements are to have smoke testing,
line cleaning and televising for condition reports to determine the highest priority sections of the collection
system. Reports that enable the City to meet Capacity, Management, Operations, and Maintenance
iCMOM) requirements must be generated. Proposed improvements involve installing flow monitors,
rehabilitating collection lines and lining or reconstructing manholes with fiberglass. This is an on-going
program that continually provides maintenance and improvements, as funding allows, for optimal
performance and integrity of the City's wastewater system. This will lead to required improvements to
limit infiltration and inflow.
The study area is shown in Exhibit A-2 - Map B and contains the following quantities:
-~-_._...'-.-
_ Area . i Lineal Feet of Pipe (>6")
Totals' 200,000
',. *Perform inspection on every manhole.
Number of Manholes
500
A. Data collection and review.
Meet with City Staff to collect and review existing data.
Proiect Status Updates:
· Proiect Kickoff MeetinQ - Consultant team will facilitate a project kickoff meeting to discuss
project goals and objectives; project scope, schedule, and deliverables; team member roles and
responsibilities; lines of communication; and key coordination issues.
· Proiect Status MeetinQs - During the course of the project, the Consultant team will meet with
City staff on the average of once a month to review project status and discuss project issues.
Consultant team will prepare agenda and meeting minutes for each meeting. Approximatelyfour
(4) project status meetings and one (1) presentation over the duration of the project shall occur.
The Consultant will develop a project schedule using MicroSoft Project that shows activities and
each task (by sub-task).
B. Prepare a Rehab Decision Tree.
Prepare a Decision Tree to aid City staff and the Engineer to determine the appropriate
rehabilitation options for the sanitary sewer system. A Decision Tree that walks through the
process of determining which rehabilitation option is desirable would be prepared. The Decision
Tree could consider such items as severity of the defect, environmental impacts, location of the
defect (i. e. in alley, street, or creek) and frequency of defects, typical rehabilitation costs,
additional impacts on the overall system, and City of Corpus Christi goals. Two decision trees will
be developed. one for Manholes and the other for Mainline Sewer.
C. CCTV Recommendations
Review collected Manhole and CCTV data and use the Rehab Decision Tree to determine
appropriate rehabilitation needs for the Oso Basin study area.
EXHIBIT "A-1"
Page 3 of 9
Last Revision: Dee 2004
f1\USERS2\HOMElVELMAP\GENIWASTEWATER\7344,1A BROWN AND CALDWELLIAMENDMENT NO. 11EXHIBIT A-1
D. Rehab Cost Estimates
E. Presentations to City Staff
Effort for this task is based on 5 presentations to City Staff.
ADDITIONAL SERVICES
Permitting (TBD)
2. ROW Acquisition Survey (TBD)
3. Topographic Survey
A. Sub-Basin Master Plans
· Field Survevinq - In many instances, the recommended sewer lines will outfall or tie into
existing manholes and/or lift stations. The flow lines at these locations is considered
pertinent data for design and they will need to be confirmed by survey. Survey
measurements will be limited to rim elevations and pipe invert depths. The budget for field
surveying under this subtask is based on obtaining data for approximately 100 manholes.
B. Oso and Greenwood Service Area 1-1/ SSES
· Obtain through Global Position Systems (GPS) or other survey procedures the X and Y
coordinates for the center of the manhole cover for approximately 500 manholes
(accuracy +/- 0.01 feet).
· Perform above-ground manhole inspections for approximately 500 manholes. Manhole
inspection will determine the existing condition and rehabilitation needs of manholes in the
study area.
4. Environmental Issues (TBD)
5. CCTV and Line Cleaning
A. Perform closed-circuit televising on approximately 40,000 lineal feet of sanitary sewer for
pipes 8-inches or larger in diameter. Take precautions to prevent damage to sewer lines.
Work Product:
· Prepare a final report that summarizes all work performed and recommend rehabilitation
for each line segment included in this study.
6. Construction Services Observation (TBD)
7. Manhole Inspections
A. Field inspection crews will perform an inspection of 500 manholes. The data gathered during
this phase of the project will be used to prioritize manholes for rehabilitation and establish the
base data necessary to accurately determine mainline sewer rehabilitation alternatives and
costs (such as confirming line sizes, line depths, cover, etc.).
B. Other important deliverables resulting from this work task is the updating of the GIS collection
system map and determination of debris levels in pipes. This information is critical in
preparing subsequent rehabilitation plans.
EXHIBIT "A-1"
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Last Revision: Dee 2004
H".JSERS2\HOME\VELMAP\GEN\WASfEWATER\7344I1A BROWN A.ND CA.LDWELL'AMENDMENT -,0 1\EXHIBIT A.'
C Inspection personnel will use digital cameras during the inspection of all manholes on this
project. All photographs will be in a digital format and included in the field inspection computer
database so that a permanent electronic record can be maintained.
o Field forms presented In Exhibit A-4 or approved equal, will be used to record field
inspections During inspection, each of the following types of information will be obtained to
prioritize least cost repairs (Through additional services, AlE shall attempt to open all
'11anholes ):
1
2
3
4,
5
6
7
8
9
10
11
12,
13
BaSin Designation
Manhole 10
Inspection Status
Street Address and GPS coordinate (3 meter accuracy) of manhole
Surface cover, grade, type of cover (paved, yard, etc.)
Material of construction - brick, concrete, etc.
! ntemal photo of manhole
Outgoing pipe depth from rim to invert
Debris depth
Defects - Active, Evidence or No Infiltration/Inflow
Field corrections to GIS collection system map
The casting / cone condition and manhole co\€r will be evaluated.
Manhole walls will be checked for integrity and signs of root intrusion,
deterioration of mortar joints, loose or missing bricks, signs of surcharge level,
etc
14 The bottom of the manhole will be checked for type and depth of debris, flow
conditions through the manhole and any signs of settlement that may impede
achieving design flows.
15 All sewer lines entering and leaving each manhole will be compared to existing
maps and corrections will be noted. All sewer line to manhole connections ~II
be inspected to determine if any manhole settlement has separated or sheared
pipelines.
16. Incoming and outgoing pipeline will be digitally photographed to document and
determine the general condition of the line.
17 Any silt deposition that reduces flow capacity will be noted and silt depth
recorded. Observed defects (root intrusion, cracked pipe, obstructions, etc.) will
be documented and photographed.
E. Upon completion of the manhole inspection, a prioritized manhole rehabilitation summary will
be prepared
Work Product:
. Field observations
. List of manholes/lines requiring immediate attention
. Digital Photos
. Documentation for preparing manhole rehabilitation bids
. Prioritized cleaning recommendations to restore capacity
. Field Updated Map and GPS coordinates
. Prioritized Manhole Repair Recommendations and Cost Estimates (Priority 1, 2, & 3
Rankings)
. Manhole Inspection Reports
8. Temporary Flow Monitoring
A. In order to perform a detailed analysis of infiltration/inflow, capacity requirements and
establish the baseline dry and wet weather flows within the service area, it will be necessary to
obtain flow monitoring information during both dry and wet weather. Under ideal conditions,
multiple rain events of varying intensities will be monitored in order to accurately assess the
EXHIBIT "A-1"
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Last Hevision Dee 2004
RS:'\HOME jEU.',:\f'.GEN'Wi.ST[\f,ATI R\73 ."IA, BR'_-'WN ,;NIl IN.ELL'AMENDMENT 'K) 1 EXHIBIT A-1
Inflow response for each event. It is anticipated that a maximum sixty (60) day flow
monitoring will be performed during optimum wet weather periods. The monitoring
period may be extended beyond 60 days if inadequate rainfall occurs, but only upon the City's
written approval to extend the metering period for the unit price specified in the contract. Table
1 presents the normal monthly rainfall for Corpus Christi. Based on the project timing, it is
anticipated that the April- June, 2006 period would be used for scheduling the temporary flow
Tlonltoring. Information obtained during the monitoring period will be used to determine the
following
1) Average daily flow - dry weather
2) Peak flow - dry weather
3) Average daily flow - wet weather
4) Peak flow - wet weather
5) Peak inflow rates
6) Total 1/1 volume
7) Capacity Analysis (dry and wet weather)
Table 1
Corpus Christi Rainfall Summary
Jan 1.71
Feb 1.96
Mar 0.94
Apr 1.72
May* 3.33
Jun* 3.38
Jul 2.39
Aug* 3.31
Sep* 5.52
Oct 3.02
Nov 1.59
Dec 1.26
Total 30.13
* Optimum wastewater flow monitoring periods.
B. Meter Installation, Calibration and Data Collection
Each meter will be field calibrated prior to installation. Calibration of each meter will consist of
a verification of the flow depth and velocity. The flow sensors will be secured to a mounting
band that fits securely in the pipeline. The data logger for each site will then be installed and
secured in the top of each manhole and the meter will be activated at user defined sampling
Intervals, typically 15 minutes. Routine maintenance and service will be performed weekly to
confirm standard operation. It is estimated that five (5) continuous flow meters and three (3)
rainfall gauges will be installed for a 60 day period to obtain flow and rainfall data. Note that
the May-June period and August - September are the optimum times to record wet weather
flows.
9. Smoke Testing of the Study Area
A. Smoke testing will provide detailed information on wet weather inflow sources to be performed
on 200,000 linear feet of pipeline, which will be in the defined study area. In order to identify
defects in the lines, a non-toxic smoke will be forced into the sewer by high capacity blowers.
Data documentation will be sufficient to establish the location of each defect and determine
the best repair method and priority. Color digital photographs will be taken to document each
EXHIBIT "A-1"
Page 6 of 9
Last Hevision Dee 2004
H ., RS2\HOME,'EL~,"\F,GENWASTh',A1FR\73 ,'IA BWNVN '\ND i;Ai D\',ELL\AMENDMEN[ ',10 1'.EXHIBIT A.1
defect during the smoke test. Field forms presented in Exhibit A-4 or approved equal, will be
used to record smoke testing data.
B. Forty-eight (48) hours prior to testing, door hangers approved by the City of Corpus Christi will
be used to notify residents. A local telephone number will be provided for those individuals
with questions or for anyone requiring special assistance. Each day the fire department will
be notified of the crew location since smoke may enter homes through defective plumbing.
C. This scope of services will identify inflow defects primarily on the municipal mainline sewer,
but also on private service lateral. Defects on private property will be photographed and
documented GPS coordinates for each defect will be recorded where possible (+or - 3
meters). This procedure will minimize the impact to residents yet provide detailed information
tor the establishment of CCTV needs, prioritized repair plan and methods.
Work Product:
. Defects listing and database
· Defect location sketch and GPS
· Digital Photographs
· Smoke Notification Flyers and Notification of Residents
· Priority ranking of defects
. Repair method and Estimated Cost
10. Dye Water Flooding
A. Dye water testing will be used to assist in the location and quantifying of specific defects
during the internal television inspection at an estimated twenty-five (25) locations. Non toxic
dye may be introduced as a powder or liquid to assist in the field effort. Casting/Cone
connections may be dye tested to determine the potential severity and exact location of the
source of wet weather inflow. Cross-connections, roof drains and area drains that are
suspected of being connected to the sanitary sewer will be positively identified using the dye
tracer procedure. Field documentation and photographs will be used to record all findings.
11. Expose/Uncover Buried Manholes & Cold Patch or use CCTV to locate manholes if approved by
City. The effort for this task is covered under an allowance and the unit cost fees identified in
exhibit A-3.
12. 6-lnch Pilot Collector Service Study (FUTURE - TO BE DETERMINED) - TBD
A. A review of complaint records and collection system geometry will establish a "representative"
section of the collection system to evaluate 6-inch collector and private service line
rehabilitation. The goal of the Pilot project is to establish the least human and financial cost
alternative for rehabilitating the large proportion of 6-inch collector lines serving the City.
Particular attention will be given to methods to reduce the cost and disruption to residents.
Inspection of the pilot area will provide the following:
. Review of as-built plans
. Conditions of service laterals
· Condition of 6-inch collector lines to establish least cost rehabilitation
methods
· Best method for locating service taps and depending on repair method re-
establishing service
· Rerouting service and collector lines
· Site access issues and disruption of service
· Compare repair alternatives and estimated costs based on pilot study area
· Develop the pilot study area plans and specifications
EXHIBIT "A-1"
Page 7 of 9
Last Revision: Dee 2004
H \lJSERS2\HOME\VELMAP<GEN'WASTEWATER\7344\lA BROWN AND CAlDWELL'AMENDMENT ',0 l\EXHIBIT A.l
Deliverable:
· Technical Memorandum
13. Service Lateral Assessment (FUTURE - TO BE DETERMINED) - TBD
A. Define the current condition and need for rehabilitation - Gather existing data from previous
SSES work and work performed under this project and quantify the contribution of 1&1 into the
system that is from private laterals.
B. Determine return on investment - from the assessment performed in the previous task,
determine if funding a lateral rehab program would be worth the investment in reducing 1&1 in
the collection system.
C. Research funding and financial means to cover construction costs - if reduction in 1&1 appears
to be beneficial, research ways to fund or finance the program, including benchmarking how
this has been completed in other areas across the nation and the world.
D. Develop options for rehabilitation - with the condition of the laterals and the type of typical
failure previously identified, research the most cost effective and permanent way to
rehabilitate the laterals.
E. Technical Memorandum - develop a technical memorandum identifying the findings of the
assessment and an implementation plan.
14. Update Existing GIS Wastewater Database & Map - AlE will assist the City GIS department in
correcting and updating wastewater collection system attribute data collected during the proposed
!-I/SSES and previous I-I/SSES projects. A hard copy map will be provided.
15. Interactive Data Visualization (FUTURE - TO BE DETERMINED) - TBD
A. AlE will assist the City GIS department in integrating field data collected during the proposed 1-
IISSES and previous I-I/SSES projects with the City's Enterprise GIS. Data collected during
the field testing and inspections will be used to monitor the program progress and prepare
exhibits that summarize findings. Working with the Collection System Superintendent, various
database queries will be developed that will provide management graphical tools to assist in
the management of the collection system and assist in the preparation of exhibits for
regulatory compliance. Various queries would be developed within the GIS that would allow
quick and efficient access to system performance information. This information may be used
to track system performance over time. Brown and Caldwell will develop City approved
database queries that would be used to visualize data within the GIS system. Possible data
visualization queries may include:
· Debris levels to establish cleaning priorities
. Mainline Rehabilitation Recommendations
· Manhole Rehabilitation Recommendations
· Historical presentation of lines cleaned
· Historical SSG and trend analysis
· Historical presentation of lines CCTV with linked digital video and database
· Historical presentation of line smoke tested with linked digital photographs, location
sketches and database
· Historical presentation of manholes inspected with linked digital photographs and
database
· Historical Maintenance calls and trend analysis
B. This data visualization will provide the public, staff and city official's summary documentation
In a map (graphical) format. Brown and Caldwell will provide database structure for updating
EXHIBIT "A-1"
Page 8 of 9
Last Revision: Dee 2004
H:\USERS2IHOMElVELMAP'GENIWASTEWATER\734.l lA BROWr--. AND CALDWELL\AMENDMEr--.T ~~o l\EXHIBIT A-'
attribute data, develop approved queries and graphical interfaces, and assist City staff in the
integration into the GIS.
16. Traffic Control Plans (FUTURE - TO BE DETERMINED) - TBD
Traffic control plans will be required during all CCTV, line cleaning, smoke testing, and dye water
flooding being performed within or adjacent to the City's roadways.
A. AlE will meet with Engineering Services and the Traffic Department to discuss the expected
traffic situations and will determine the most feasible traffic control for each situation.
B. AlE will produce up to 10 traffic plan sheets and will have them pre-approved by Engineering
Services prior to beginning SSES.
EXHIBIT "A-1"
Page 9 of 9
Last Revision: Dee 2004
HliJSERS2\HOMEIVELMAP\GENIWASTEWATER\7344\lA BROWN AND CALDWELlIAMENDMENT NO l\EXHIBIT A-'
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LNV JOB NO: E2037
SH[~T 1. 012__
PROc[CT NO 7344
EXHIBIT A2
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EXHIBIT A2
MAP B
EXHIBIT A-3
UNIT FEE TASK SUMMARY
City-Wide Infiltration Related Collection System Enhancement Program
(Project No. 7344)
...--"---^
DESCRIPTION UNIT PRICE
install/Calibrate Flow Meter $225 each
Monitor/Maintain Flow Meter $68/ day
install/maintain Rain Gauge $18/day
Manhole Inspection $68 each
Smoke Testing $0.35/l.f.
_I?ye Flooding -- $175 each
Clean & CCTV - 8"-12" $3.85 /I.f.
Clean & CCTV - 15"-18" $4.25/l.f.
.-
Clean & CCTV . 18"-24" $5.00/l.f.
Expose Buried MH & Cold Patch or Replace Broken Cover $278 each
CCTv to Locate Manholes (Allowance) $10,000
EXHIBIT A-3
Pa e 1 of 1
EXHIBIT A-4
Field Data Format
City-Wide Infiltration Related Collection System Enhancement Program
(Project No. 7344)
AlE will gather field inspection data during manhole inspection, smoke testing and CCTV inspection of the
collection system The CCTV data will be provided in an approved PACP format using those PACP codes
approved by the City. Manhole inspection and smoke testing data will be gathered and submitted to the City in
an approved format to facilitate updating attribute data within the City's GIS system. Photographs will be
named and linked to the defects in the database using an approved naming nomenclature (Basin, manhole
number, photo type, photo number). Minimum data to be gathered during manhole inspection and smoke
testing are presented on the following field forms.
EXHIB'T A-4
Page 1 of 5
Project Name:
Project Number'
Date:
S ub.Basln/Area:
Map No:
Manhole No:
Crew Leader:
Downstream Length (ft):
Area Photo:
Asset Type:
M-Manhole, C=C'.anout, P=Pumpslalion,
E-EOLS, T=Tae Connection
I
Internal Photo:
Inspection Status:
~-Yes, B=Burled, l=CNL, O~NO,
S=Surcharged, N=No Access, O=Oog,
lG=Lockad Gale, H=homeowner
41
[-General Street Location ,
LONGVIEVV WEST DR
[GPs~
Accuracy:
Degree
Min
Sec
Address Num
Street Name:
GPSN:
GPS WO:
Asset and Area Information I
Surface Cover:
Surface Material:
Asset Grade:
( ST=Slreel, GU=Gulier, AL=Alle~, OW=Drivewa~,
SW=Sldawllk, FD=Field, TW=TroesIWoods, PL=Par1<ing Lot
SH=Road Shoulder, DO=Drainage Ditch, CR=Creek,
WB-Within Building, YO=Yand. OT=Other )
( P=Poved, U=Unpaved )
( X=AI Grade, A=Above Grade, B=Below Grade)
Grade Inch:
(Indicalelnches above or below grade)
Lid Type'
(V=Vented, S=Solid. B=Bolled
O=Other. N;Ncne )
Number of
Vent Holes:
Inflow Dish:
Y I N
( 48 = Standard 48" ROtJnd, 60 = Std 60" Round,
VL T-=Vault (GIve vaul1 Dimensions), CO=Clea'iout )
Vault
Dimensions:
Inflow Potential:
(N=None, L=light, M=Moderale, S=8evere)
Asset Diameter:
in x
in
Asset Material:
Material if Other:
(B=Brlcl<, SB-Saal Brick, C=Concreta, F=Fiberglass,
SC=8ealad Con"",'e, OT=Other (add comment)
Rim to Outgoing Pipe
Depth (ft):
Outgoing Pipe
Diameter (in):
Debris
Depth (In):
Location"
Defect".
Rating
Roots
III
PhotolD
"Location
LD=Ud, FR=Frame,
FS=Frame Sea',
CH=Chlmney,
CD=Cone, WA=Wall,
ST=Sleps, BN=Bench,
PS=PipeSeal,
IN-Invert
"Defect
BPS=Bad Pipe Seal,
BRK=Broken. CRK=Crack,
CCl=CoIlapse,
DET=Delerioralion,
HOl=HoIe, JNT".Joint
Defective, LOO=loose,
MBR=Misslng
BrlckslMortar,
MIS=Mlssisg,
2
4
5
Rating: L = Ughl, M = Moderale. S . Severe
Roots: N = None, L - Ligh~ M = Moderate, S = Severe
VI : N. None, E = ElIidenoe, A = ActIve
6
Comments:
Assel Visual Inspeclion Form 11
<!:> 2004, Pipeline Analysis, LLC
July 2004
EXHIBIT A-4
Page 2 of 5
PJ: 'VI~L ,l~ 1 J )C~ t OJ, F(~r'
Project:
Basin; ___
Sub-Basin:
Manhole No:
Pipe Photo 1
Line Type:
Pipe No:
Pipe Photo 2 (Drop):
(M"Malnline, l;Service, A;Abandoned,
B;Bypass, I=lnterconnect, X=SlormSewer
Connect, S;Stubout, F=Force Main)
Inspected:
( V=Ves, S=Surcharged, F=Hlgh Flow,
O=ObstructionlDebris, N=Nollnspected )
Pipe End:
Clock Position:
Pipe Length (Ft.)
o Outgoing,,' -::: l'leorninG
(Required if "0")
Pipe Depth (Ft.):
Pipe Size (In):
Pipe Material:
(VC=Clay. CO=Concrete.
IR:=lron/Sleel, pv=pvc l1=Uner,
OT"Olherl
Surface Cover:
Debris
Depth
(Inches );
:.PIpe oetects I
( ST=Street, GU=GuUer, AL=A1ley, OW;Drtveway,
SW=Sidewalk, FD=Aeld, TW=Trees.Woods, Pl=Parking
lot, SH= Road Shoulder, DD=Dralnago Ditch, CR=Croek,
WB=Within Building, VD=Vard )
Drop Type:
( N;None, ID=lnside Drop.
OD=Oulside Drop)
Surface Material:
((P = Paved. U = Unpaved)
Defect
Rating
Roots
1/1
Pipe Defects: BKP = Broken Pipe, CCL = Collapse, CRK = Crack,
OET = 08lOt1or.t1on, DFP = Deformed Pipe, DIP = Defective Inside
Drop, OOP. Defective Outside Drop, HOl = Hole, JNT = Defecllve
Joint, OBS = Obstrucllon, PSG = Pipe S.g
2
Rating: L=Light, M=Moderate, S::Severe
4
Roots: N=None, l=lIght, M=Moderate, S=Severe
III : N=None, E=Evidence, A=Actlve
Comments:
Pipe Photo 1:
line Type:
Pipe No:
Pipe Photo 2 (Drop):
(M=Mainline. l=Service. A=Abandoned,
B=Bypass, I::;;;Jnterconnect, X=StormSewer
Connect, S=Stubout, F~Force Main)
Inspected:
Pipe End:
Clock Position:
( V=Yes, S=Surcharged, F=Hlgh Flow,
O=ObstructlonlDobris, N=Nollnspected )
Pipe Length (Ft.)
.} .=; Outgoing, ! ::: Incoming)
(Required if 'O")
Pipe Depth (Ft.):
Pipe Size (In)
Pipe Material:___~
(VC=Clay, CO=Concrele,
IR:::lron/Sleel, PV=PVC, lI=Liner,
OT=Olherl
Surface Cover:
Debris
Depth
(Inches):
fPipe Defects.
Defect
( ST=Slree~ GU=Guller, AL=A1ley, DW~Driveway,
SW=Sidewalk. FD=Fleld, TW=Trees-Woods, PL=Parking
Lot. SH= Road Shoulder, oo=Dralnage Dltch, CR=Creek,
WB=Within Building. VO=Vard )
Drop Type:
( N=Nane, ID-=lnside Drop,
OD=Outside Orop )
Surface Material:
((P = Paved, U = Unpaved)
Rating
Roots
III
PIpe Defects: BKP ~ Broken Pipe, CCl = Collapse, CRK. Crack,
DET = Deterioration, DFP" Defoooed Pipe, DIP.. Defective Inside
Drop, DOP = Defeellve Outside Drop, HOL = Hole, JNT = Defective
Joint, OBS = Obstruction, PSG = Pipe Sag
" ~
Rating: l=L1ght, M=Moderate, S=Severe
Roots: N=None, L=IIght, M=Moderate, S=8evere
4
III'
N=None, E=Evldence, A=Actlve
Comments:
Pipe Form Vel 1 '
<i:l 2004, Pipeline Analysis, LLC
July 2004
EXHIBIT A-4
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EXHIBIT A-4
Pa e 4 of 5
UOClIllCll
Project Photographs
Five types of digital photographs may be obtained during the field investigation. The
followmg describes the naming nomenclature used to identify each photograph.
Photo Naming Format:
Service Area, Basin. Manhole. Photo Source, Photo Number
i xampies
Area Photo~' BW20, 1J23,,\O \/,
flW=Broadway Basin SenlCf Arca
_'03= Basin lD
U233 =Manhok J/)
\030 = Area Pholo Number
Nole: Area ph"t<> taken sh[lwmg mamlue pipe easement11.liltgomg pIpe I
Internal Photo ~ BW~iUI()233l030
BW=Broadway [lasin Sen Ice Area
>13= Basin fI)
0233 =Manholl III
Ir'30 = lntemall'h[lto Number
Note: Nortf' t[l :"P of photo ,
Pipe I'hoto= BW203 1<12331'030
HW=Broadway Basin ServIce '\lca
.:1 13= Basin II)
\ )233 =Manhole II
1'0]0 = Plpe I'hot, , "Iumher
Manhole Defect Photo BW20310233MOiO
HW=Broadway Basm Service Arl'a
,'Ii 3= Basin lD
:,233 =Manhole tl J
1\11130 = Man bole I )eteel Photo Numbcr
Smoke Photo = 8W20:' i u233S030
H W=Broadway BaSin Service Arta
:' 11= Basin III
lii233 =Manhole :i'
:'-0'0 ~ Smoke Ph ltc' Numbcr
,Manhole deSignates the upstreall' manhol, for the pIpe segment tested.)
EXHIBIT A-4
Pa e 5 of 5
Exhibit B
Mandatory Requirements
(Revised September, 2001)
INSURANCE REQUIREMENTS
CONSULTANT LIABILITY INSURANCE
A The Consultant shall not commence work under this Agreement until
heishe has obtained all insurance required herein and such insurance
has been approved by the City. Nor shall the Consultant allow any
subconsultant to commence work until all similar insurance required of
the subconsultant has been so obtained.
B The Consultant shall furnish two (2) copies of certificates, with the City
named as an additional insured, showing the following minimum
coverage in an insurance company acceptable to the City.
---
TYPE OF INSURANCE MINIMUM INSURANCE COVERAGE
30-Day Notice of Cancellation required on all Bodily Injury and Property Damage
certificates
Commercial General liability Including $2,000,000 COMBINED SINGLE LIMIT
1 Commercial Form
2 Premises - Operations
3 ExplOSion and Collapse Hazard
4 Underground Hazard
5 Products! Completed Operations Hazard
6 Contractual Insurance
7 Broad Form Property Damage
8 Independent Consultants
9 Personal Injury
AUTOMOBILE L1ABILlTY--OWNED NON-OWNED $1,000,000 COMBINED SINGLE LIMIT
OR RENTED
I WORKERS' COMPENSATION WHICH COMPLIES WITH THE TEXAS WORKERS=
COMPENSATION ACT AND PARAGRAPH II OF
I THIS EXHIBIT
EMPLOYERS' LIABILITY $100,000
EXCESS LIABILITY $1,000,000 COMBINED SINGLE LIMIT
PROFESSIONAL POLLUTION L1ABILlTY/ $2,000,000 COMBINED SINGLE LIMIT
ENVIRONMENTAL IMPAIRMENT COVERAGE
Not limited to sudden & accidental discharge; to include [ ] REQUIRED
long-tern environmental impact for the disposal of [X] NOT REQUIRED
contaminants
BUILDERS' RISK See Section B-6-11 and Supplemental Insurance
Requirements
[ 1 REQUIRED [X] NOT REQUIRED
INSTALLATION FLOATER $100,000 Combined Single Limit
See Section 8-6-11 and Supplemental
Insurance Requirements
I [] REQUIRED [Xl NOT REQUIRED
Exhibit "B" - Insurance Requirements
Page 1 of 3
C In the event of accidents of any kind, the Consultant shall furnish the City with copies
of all reports of such accidents at the same time that the reports are forwarded to any
other interested parties
II. HOLD HARMLESS
A. Consultant agrees to indemnify, save harmless and defend the City of Corpus
Christi, and its agents, servants, and employees, and each ofthem against and
hold it and them harmless from any and all lawsuits, claims, demands, liabilities,
losses and expenses, including court costs and attorneys' fees, for or on
account of any injury to any person, or any death at any time resulting from
such injury. or any damage to any property, which may arise or which may be
alleged to have arisen out of or in connection with the work covered by this
contract. The foregoing indemnity shall apply except if such injury, death or
damage is caused by the sole or concurrent negligence of the City of Corpus
Christi, its agents, servants, or employees or any other person indemnified
hereunder.
B The Consultant shall obtain workers' compensation insurance coverage through a
licensed insurance company or through self-insurance obtained in accordance with
Texas law. If such coverage is obtained through a licensed insurance company, then
the contract for coverage shall be written on a policy and endorsements approved by
the Texas State Board of Insurance.
If such coverage is provided through self-insurance, then within ten (10) calendar days
after the date the City requests that the Consultant sign the contract documents, the
Consultant shall provide the City with a copy of its certificate of authority to self-insure
its workers' compensation coverage, as well as a letter, signed by the Consultant,
stating that the certificate of authority to self-insure remains in effect and is not the
subject of any revocation proceeding then pending before the Texas Workers'
Compensation Commission. Further, if at any time before final acceptance of the
Work by the City, such certificate of authority to self-insure is revoked or is made the
subject of any proceeding which could result in revocation of the certificate, then the
Consultant shall Immediately provide written notice of such facts to the City, by
certified mail return receipt requested directed to: City of Corpus Christi, Department
of Engineering Services. P O. Box 9277, Corpus Christi, Texas 78469 - Attention:
Contract Administrator
Whether workers' compensation insurance coverage is provided through a licensed
insurance company or through self-insurance, the coverage provided must be in an
amount sufficient to assure that all workers' compensation obligations incurred by the
Consultant will be promptly met.
G- Buildor's Risk CO'l9rage: Consultant will be responsible f-or providing buildor's risk
insur3nce coverage for the torm of the contract up to and including the date the City
fin311y 3ccepts the project or work. Builder's risk coverage sh311 be 3n "All Risk" form.
The policy Sh311 be 3 completod v:Jlue form. The Consult:Jnt sh:J1I provide EUch
buildor's risk covor:Jgo :Jt le3st in the amount of $; (
DOLLARS) which is ostim:Jtod to be the v31ue at complotion of tho
ro:J1 or personal property to be constructed, repaired or otherwiGo improved under the
contr:Jct.
Consult:Jnt sh:J1I be responsible for paying 311 costs necess:JI)' to procure such
Exhibit "B" Insurance Requirements
Page 2 of 3
bUllder'EO: rick insur3nco CO'ler3go, including 3ny doductiblo. The City sh311 bo n3med
an additional inEO:ured on 3ny policy providing such insuF3nce CO'wlOr3go.
Ill. On the certificate of insurance
· The City of Corpus Christi is to be named as an additional insured on the liability
coverage, except for workers' compensation coverage.
· Should your insurance company elect to use the standard ACORD form, the
cancellation clause (bottom right) shall be amended by adding the wording
"changed or" between "be" and "cancelled" and deleting the words "endeavor to" and
the wording after "left". If the cancellation clause is not amended in the ACORD form,
then endorsements shall be submitted.
· The name of the project also needs to be listed under "description of operations".
· At least 1 O-day written notice of change or cancellation will be required.
IV. A completed Disclosure of Interest must be submitted with your proposal.
Exhibit "8" - Insurance Requirements
Page 3 of 3
~ City of
.. Corpus
=- = Chnsti
~
CITY OF CORPUS CHRISTI
DISCLOSURE OF INTERESTS
City of Corpus Christi Ordinance 1 7112. as amended. requires all persons or firms seeking to do business with the City
to provide the follOWing Information Every question must be answered. It the "westion is not appiicaote, answer with
uN/A"
FIRM NAME: Brown and Caldwell
STREET: 901'1 Mountain Rldqe, Suite 100
FIRM is: 1 Corporation~ 2 Partnership~..
5 Other
CITY: Austin, TX
3 Sole Owner
ZIP: 78759
4. Association
DISCLOSURE QUESTIONS
If additional space is necessary, please use the reverse side of this page or attach separate sheet
1. State the names of each employee of the City of Corpus Christi having an ownership interest constituting
3% or more of the ownership in the above named firm.
Name Job Title and City Department (if known)
2. State the names of each official of the City of Corpus Christi having an ownership interest constituting 3%
or more of the ownership in the above named firm.
Name Title
3. State the names of each board member of the City of Corpus Christi having an ownership interest
constituting 3% or more of the ownership in the above named firm.
Name Board, Commission or Committee
.. State the names of each employee or officer of a consultant for the City of Corpus Christi who worked on
any matter related to the subject of this contract and has an ownership interest constituting 3% or more of
the ownership in the above named firm.
Name Consultant
CERTIFICATE
I certify that all information provided IS true and correct as of the date of this statement, that I have not knowingly
withheld disclosure of any information requested, and that supplemental statements will be promptly submitted to the
City of Corpus Christi, Texas as changes occur
Certifying Person Pervez Jameel, P. E.
SignatUIBet Cert.g person:_ ~ .
Title: Vice President
Date:
~ (,
DEFINITIONS
a
Board Member. A member of any board, commission or committee appointed by the City Council of the City of
Corpus Christi. Texas
Employee. Any person employed by the City of Corpus Christi, Texas, either on a full or part time basis, but not as
an independent contractor
Firm. Any entity operated for economic gain, whether professional, industrial or commercial and whether
established to produce or deal with a product or service, including but not limited to, entities operated in the form
of sole proprietorship, as self-employed person, partnership, corporation, joint stock company, joint venture,
receivership or trust and entities which, for purposes of taxation, are treated as non-profit organizations.
Official. The Mayor, members of the City Council, City Manager, Deputy City Manager, Assistant City Managers,
Department and Division Heads and Municipal Court Judges of the City of Corpus Christi, Texas.
Ownership Interest Legal or equitable interest, whether actually or constructively held, in a firm, including when
such interest is held through an agent, trust, estate or holding entity. Constructively held refers to holding or
control established through voting trusts, proxies or special terms of venture or partnership agreements.
Consultant. Any person or firm, such as engineers and architects, hired by the City of Corpus Christi for the
purpose of professional consultation and recommendation.
b
c
d
e
EXHIBIT"
Page 2 of
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CONFLICT OF INTEREST QUESTIONNAIRE
For vendor or other person doing business with local governmental entity
FORM CIQ
hiS questionnaire is being filed in accordance with chapter 176 of the Local
.Jovernment Code by a person doing business with the governmental entity.
By law this questionnaire must be filed with the records administrator of the
ocal government not later than the 7th business day after the date the person
becomes aware of facts that reqUIre the statement to be filed See Section
76.006 Local Government Code
OFFICE USE ONLY
Date Received
person committs an offense If the person Violates Section 176.006, Local
c:Jovernment Code. An offense under this section is a Class C misdemeanor.
E Name of person doing business with local governmental entity.
If
o
Check this box if you are filing an update to a previously filed questionnaire.
'The law requires that lOU 'lIe an updated completed questionnaire With the appropriate filing authority not later than
September 1 of the year for Nhich an activity deSCribed In Section 176.006(a), Local Government Code, is pending and
'101 later than the 7th blisinpss dav after the date the Originally filed questionnaire becomes incomplete or inaccurate.)
!I Name each employee or contractor of the local governmental entity who makes recommendations to a local government
officer ofthe governmental entity with respect to expenditures of money AND describe the affiliation or business relationship.
t!I Name each local government officer who appoints or employs local government officers of the governmental entity for
which this questionnaire is filed AND describe the affiliation or business relationship.
l\dopted 11/02/2005
r~
I
CONFLICT OF INTEREST QUESTIONNAIRE
FORM CIQ
Page 2
For vendor or other person doing business with local governmental entity
fI
Name of local government officer with whom filer has affilitation or business relationship. (Complete this section only ifthe
answerto A, B. or C is YES.)
'hiS section item 5 ,nciuolllg subparts A B. C & 0 must be completed for each officer with whom the filer has affiliation or other
""iatlonshl[) .\ttach additional Dages to 'hiS lom1 CIQ as necessary
Is the ioca' 90vernment officer 'amed in t'llS section recelvlIlg orlkely to receive taxable IIlcome from the filer of the
questionnaire?
DYes
:=J No
Is the filer of the questionnaire recelvlI1g or likely to receive taxable IIlcome from or at the direction of the local government
officer narled In thiS section AND the taxable income IS not from the local governmental entity?
DYes
.:=J No
is the filer of thiS questionnaire affiliated with a corporation or other busllless entity that the local government officer senves
as an officer or director or holes an ownership of 10 percent or more?
DYes
[J No
DeSCribe each affiliation 0' bUSiness relatlonshiD
~
"G'
-:t
1
(' ,I,
-\
S,gnilture of person dOl'lg b.siness with the governmental entity
Date
Adopted 11 /02f2005
H B. 914 passed during the 2005 legislative session, became effective on January 1,
2006. The bill enacts Local Government Code Chapter 176
It requires a vendor that wishes to conduct business or be considered for business with
a city to file a "conflict of interest questionnaire,' The conflict of interest questionnaire
(FORM CIQ) was created by the Texas Ethics Commission (TEC) and is available,
along with a list of the local government officers of the City of Corpus Christi, online at
www.ethics.state.tx.us or the City website at www.cctexas.com or from the City
Secretary's office, City of Corpus Christi. Also, a vendor can obtain a copy of H.B. 914
from the City Secretary's Office. Any questions regarding the conflict of interest
questionnaire should be addressed to the Texas Attorney General.
The bill defines who must file the conflict of interest questionnaire:
. Any person who contracts or seeks to contract for the sale or purchase of
property. goods, or services with a local government entity; and
. An agent of a person who contracts or seeks to contract for the sale or purchase
of property, goods, or services with a local government entity.
The bill appears to apply to all persons or businesses who conduct business with the
city, including those who submit bids on city contracts, make purchases of surplus city
property, or participate in any other purchase or sales transaction with the city.
A vendor shall file a completed conflict of interest questionnaire with the City Secretary
not later than the seventh business day after the date that the vendor:
. Begins contract discussions or negotiations with the City; or
. Submits to the City an application, response to a request for proposals or
bids, correspondence, or another writing related to a potential agreement
with the local City
A vendor shall file an updated completed questionnaire with the City Secretary's Office
not later than:
. September 1 of each year in which an activity is pending; and
. The seventh business day after the date of an event that would make a
statement in the questionnaire incomplete or inaccurate.
A vendor IS not required to file an updated completed questionnaire in a year if he has
filed a questionnaire on or after June 1, but before September 1, of that year.
A vendor commits an offense if the vendor violates this section. An offense under this
subsection is a Class C misdemeanor