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TASK ORDER APPROVAL FORM
CONTRACT #: CO5-1154-WS ORGINAL TASK ORDER AMOUNT $151,500
PEVIOUS REVISION AMOUNT None
TASK ORDER #: _TO 70 - REVISION 01 ee SHS REVISION Ene $12,800
OFFERED BY CONSULTANT:
Constantine Engineering, Inc.
FIRM’S NAME
James P. Kizer, JR, P.E.
REPRESENTATIVE’S PRINTED NAME
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Principle 12 March 2014
TITLE DATE
RECOMMENDED FOR APPROVAL APPROVED BY OKALOOSA COUNTY
(Department Director) (Per Purchasing Manual)
e $25,000 or less approved by Purchasing
Director
e Between $25,001 and $50,000. approved by
Purchasing Director and County
Administrator
e |n excess of $50,000 approved by the Board.
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SIGNATURE PURCHASING DIRECTOR
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TITLE DATE / J
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DATE
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COUNTY ADMINISTRATOR (if applicable) CHAIRMAN (if applicable)
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DATE DATE
REVISION 1 TASK ORDER 70—- OKALOOSA COUNTY WATER AND SEWER DEPARTMENT
PROFESSIONAL ENGINEERING SERVICES FOR THE EAST COUNTY REPUMP STATION PROJECT
C-05-1154-WS
Revision 1 to TASK ORDER 70
THIS TASK ORDER IS ISSUED PURSUANT TO THE AGREEMENT FOR CONSULTING SERVICES DATED JANUARY 18, 2005, BETWEEN THE COUNTY
OF OKALOOSA COUNTY, FLORIDA AND CONSTANTINE ENGINEERING, INC., WHICH IS INCORPORATED HEREIN BY THIS REFERENCE, WITH
RESPECT TO
Scope of Basic Services
to Provide Professional Engineering Services for the Design and
Construction of the
East County Repump Station Project
Article A. Purpose:
The purpose of this Revision is to authorize and direct CONSULTANT (Constantine Engineering, Inc.) to
proceed with professional architectural design, bid phase services and services during construction (SDC) for
a pre-engineered metal building and foundation to facilitate the East County Repump Project (PROJECT) for
the Okaloosa County Water and Sewer Department (COUNTY). The CONSULTANT was previously
authorized to design a new repumping facility to convey all wastewater flows from the East County service
area to the Eglin Main pump station being constructed on Eglin Air Force Base (AFB) Main Base. (WWTFs)
away from these facilities to the COUNTY’s Arbennie Pritchett Water Reclamation Facility (APWRF). The
COUNTY has requested to add additional scope to the original task order and budget for a professional
architectural to design and facilitate permitting of the pre-engineered building The specific activities that are
included in the PROJECT are described in “Article B. Scope of Services.”
Article B. Scope of Services:
The addition Scope of Services authorized under this revision to the original Task Order, but are not limited
to include, the CONSULTANT providing professional architectural services for the East County Repump
Project, including architectural design (by others); prepare contract documents for construction by a Florida
Licenses metal building contractor; procurement and bid assistance and services during construction (SDC).
The additional professional and technical services that may be authorized in this revision order by the
COUNTY ’s Representative include, but are not limited to, the following:
6. Bid Phase Services
7. Services During Construction
10. Architectural Design Service
Specific Work Tasks that may. be authorized by. the COUNTY’s representative are presented below
Original Scope Details
Work Task 1. Evaluation Services
The specific engineering and technical services that CONSULTANT agrees to furnish to the COUNTY for the
preparation of the Evaluation Services for the PROJECT are described below.
1.1 Meetings
CONSULTANT shall attend meetings as may be reasonably necessary, and as requested by the COUNTY,
and provide general engineering assistance, consultation, and opinions regarding the PROJECT.
REVISION 1 TASK ORDER 70— OKALOOSA COUNTY WATER AND SEWER DEPARTMENT
PROFESSIONAL ENGINEERING SERVICES FOR THE EAST COUNTY REPUMP STATION PROJECT
Specific Work Tasks that may be authorized by the COUNTY’s representative are presented below.
1.2 Hydraulic and Surge Analysis Work Task
The CONSULTANT shall perform the following tasks:
1.2.1 Consultant shall develop and perform a hydraulic and surge analysis for the East County Repump
Station and conveyance force main. The analysis shall be based on a peak flow of 3,000 gallon per
minute (gpm) triplex centrifugal sanitary sewer pumping station and approximately 9.5 miles of 14,
16-inch and 20-inch diameter polyvinyl chloride (PVC) sewer forcemain to convey wastewater flows
currently received at the NVOC Regional WTP to Eglin Main Base PS.
1.2.2 The model will utilize existing and proposed profile drawing and surveys to determine pipe size,
lengths and gradient to create overall model. The model will include terminations and connections
required to convey the wastewater flows to the Eglin Main PS. .
1.2.3 Scenarios will be run to determine expected operational pressures and surges for the new Repump
Station and conveyance force mains. Information will be developed for various flow and operational
conditions. Recommendation will be made for pump horsepower (Hp) and total discharge head
(TDH), check valve operations, combination air release valve location and other necessary equipment
and appurtenances.
1.2.4 Meet with COUNTY and force main design Consultant to discuss results and make recommendations
for surge protection devices and pipe material improvements needed.
Work Task 2. Engineering Design Services
The specific Engineering Design Services that CONSULTANT agrees to furnish to the COUNTY for the
PROJECT are described below.
2.1 Meetings
CONSULTANT shall attend meetings as may be reasonably necessary, and as requested by the COUNTY,
and provide general engineering assistance, consultation, and opinions regarding the PROJECT.
2.2 Design Scope Work Tasks
The CONSULTANT shall perform engineering design services necessary to construct the new East County
Repump Station. The conceptual, preliminary and final design services will be developed to construct the
components of the PROJECT as described below.
The specific scope of services that CONSULTANT shall provide in this work task is outlined below:
2.2.1 Conceptual Design (30%)
2.2.11 CONSULTANT will perform conceptual engineering design (30%) for the following construction:
e The new 3,000 gpm triplex centrifugal pump station. The new pumps shall be design with non-
clog horizontal mounted submersible pumps; discharge piping, isolation valves; redundant
influent pressure control sensors, emergency by-pass assembly, new motor controls and power
supply with variable frequency drives installed in a new temperature controlled block building.
2.2.1.2 Separate procurement documents will be prepared for the COUNTY to facilitate the purchase of
specific equipment. It is understood the COUNTY will be constructing the recommended pump
station piping, electrical and building foundation using its own forces, as supplemented by
subcontractors directly contracted by the COUNTY. In addition, the COUNTY will contract by
solicitation using contract documents developed by the CONSULTANT to construct a pre-engineered
block building.
2.2.1.3 Schedule and conduct a 30% design meeting and field review with the COUNTY, including
schematic site/ civil and mechanical layout plan and anticipated power requirements.
REVISION 1 TASK ORDER 70— OKALOOSA COUNTY WATER AND SEWER DEPARTMENT
PROFESSIONAL ENGINEERING SERVICES FOR THE EAST COUNTY REPUMP STATION PROJECT
2.2.2
2.2.2.1
2.2.3.2
2.2.3.3
2.2.2.4
2.2.2.9
2.2.2.6
2.2.2.7
2.2.3
2.2.3.1
2.2.3.2
2.26309
2.2.34
2.2.3.6
The intent of this engineering phase is to finalize general constructability preferences in conjunction
with the COUNTY’S installation and operation requirements to ensure a final design that is
satisfactory to the COUNTY
Preliminary Design (60%)
CONSULTANT will perform preliminary engineering design and prepare preliminary (60 percent
design documents) for the PROJECT.
Review and incorporate comments from 30% design review meeting.
Evaluate and provide emergency generator sizes and manufactures.
Schedule and conduct a 60% design meeting and field review with the COUNTY, including
preliminary site/civil and mechanical layout plan, pump curves, building dimensional requirements,
auxiliary power and control logic.
Prepare construction drawings and specification for a pre-Engineered block building with metal roof
to meet current Florida Building Code requirements. Base building will be solicited to outside
Licensed Florida Building Contractors with prior experience constructed similar type buildings.
Building design will incorporate standard architectural design features to allow the day to day
operations of the municipal wastewater pumping station.
Establish the temporary and permanent installation and operational concerns, as well as vertical
installation constraints Determine locations of air release and vacuum valves, power and dewater
discharge (if applicable).
Identify and provide special details for pipe connections, pump installation, controls and SCADA
configuration based on new electrical building and pump drives.
Final Design (90%)
CONSULTANT will perform final engineering design and submit final contract documents to the
COUNTY based on the design review comments from the preliminary design review meeting. The
intent of the final engineering phase is to further refine the design of the project with respect to
permeability, constructability, costs, and to and prepare the plans for construction of the PROJECT by
the COUNTY. CONSULTANT shall perform the following final engineering services.
Review and incorporate comments from 60% design review meeting.
Finalize design pump, piping, generator, control and building layout. Complete final procurement
bid proposal and alternative selections if applicable.
Finalize building features, details and specifications. Provide procurement documents to COUNTY
for review, including access doors, ventilation system, lighting, traveling hoist system, and
architectural features.
Finalize bit of materials for the COUNT Y to a with the purchase of the mater Or tite
PROJECT. Final material list will be incorporated into design documents and verified with COUNTY
prior to final order being placed.
Submit 100% plans and specifications to COUNTY for final construction and solicitation.
2.3 Value Engineering
The CONSULTANT shall perform value engineering design evaluation services to identify in the technical,
2.3.1
operational or constructability improvements or modification to help improve the cost and
installation required for the proposed East County Wastewater Conveyance FM being designed by
Polyengineering. The specific scope of services that CONSULTANT shall provide in this work task
is outlined below:
Preliminary Design
REVISION 1 TASK ORDER 70— OKALOOSA COUNTY WATER AND SEWER DEPARTMENT
PROFESSIONAL ENGINEERING SERVICES FOR THE EAST COUNTY REPUMP STATION PROJECT
2.3.1.1 CONSULTANT will perform preliminary review of hydraulic design characteristics and route of
approximately 34,300 linear feet of sanitary sewer force main to convey wastewater to the Eglin Main
Pump Station. This information will then be submitted to the COUNTY for incorporation in to final
plans. The intent of this preliminary review engineering phase is to insure proper horizontal and
vertical alignments are utilized; directional bores are properly utilized for crossing wetlands, streams,
and other potential conflicts.
2.3.1.2 Review existing ground line and preliminary vertical alignment to include depth of cover required
for the project. Evaluate locations of air release and vacuum valves to minimize the effects of
hydrogen sulfide gases or wastewater separation within the pipeline.
2.3.1.3 Perform and identify preliminary thrust analysis to determine joint restraint requirements for the
PROJECT, including utilization of ductile iron pipe.
2.3.1.4 Prepare preliminary bill of materials for the COUNTY to review to determine final cost and
determine if
