HomeMy WebLinkAboutContracts & Agreements_26-1996_CCv0001.pdf AGREEMENT TO FURNISH ENGINEERING SERVICES
FOR
1350 RESERVOIR AND TRANSMISSION PIPELINE
This Agreement is made and entered into as of this 20th day of March, 1996, by and between
City of Redlands Municipal Utilities Department,
hereinafter referred to as "CITY"
and Camp, Dresser, & McKee Inc.. hereinafter referred to as
"ENGINEER".
In consideration of the mutual promises, covenants and conditions hereinafter set forth, the
parties do hereby agree as follows:
ARTICLE 1 - ENGAGEMENT OF THE ENGINEER
1.1 The CITY hereby engages the ENGINEER, and the ENGINEER hereby accepts the
engagement to perform engineering services for the 1350 Zone Reservoir and
Transmission Pipeline Project, hereinafter referred to as "Project".
1.2 All services under this Agreement shall be done in a professional manner, and the
ENGINEER represents that the firm employs those persons with the demonstrated skill
and the professional expertise necessary to provide high quality services under this
Agreement.
1.3 The ENGINEER shall be responsible, to the level of competency presently maintained
by other practicing professional engineers providing the same type of services, for the
professional and technical soundness, accuracy and adequacy of all reports, designs,
drawings, specifications, and other services and materials furnished under this
Agreement.
ARTICLE 2 - SERVICES OF THE ENGINEER
2.1 The ENGINEER shall perform the services required for the Project as defined in
Attachment A, Scope of Work.
1
i'
1350 Zone Reservoir and Transmission Main Engineering Agreement
2.2 Additional services may be provided by the ENGINEER when requested and approved
by the CITY and agreed to by the ENGINEER.
ARTICLE 3, - RESPONSIBILITIES OF THE CIT
3.1 The CITY shall place at the disposal of the ENGINEER all available information
pertinent to the Project, including previous reports and any other data relative to the
Project.
3.2 The CITY shall provide access to and make all provisions for the ENGINEER to enter
upon public and private lands as required for the ENGINEER to perform his services
under this Agreement.
3.3
The CITY shall provide all environmental assessments or impact reports required for this
project and not otherwise specifically required to be provided by the ENGINEER.
3.4 The CITY shall designate in writing a person to act as the CITY'S representative with
respect to the services to be performed under this Agreement, such person to have
complete authority to transmit instructions, receive information, interpret and define the
CITY's policies and decisions with respect to materials, equipment, elements and systems
pertinent to the services covered by this Agreement.
ARTICLE 4 - PERIOD OF SERVICE
4.1 The ENGINEER shall proceed with the engineering services set forth in Article 2 in
accordance with the schedule defined in Attachment B: Schedule.
4.2 The ENGINEER shall proceed with the services under this Agreement promptly and shall
prosecute them diligently.
ARTICLE 5 - PAYMENTS TO THE ENGINEER
5.1 For the services performed under Article 2, Owner shall pay the ENGINEER on a time
and materials basis at the hourly rates shown in Attachment D, Schedule of Rates, except
as provided herein. The manhour estimates and total project budget are shown in
Attachment C, Fee Proposal. The total amount of compensation for the Project shall not
exceed the total shown in Attachment C, Fee Proposal, unless the scope of the Project
is materially changed and agreed to by the Parties.
2
ATTACHMENT A TO AGREEMENT
BETWEEN
OWNER AND ENGINEER
TO FURNISH
ENGINEERING SERVICES
FOR
CITY OF REDLANDS
DESIGN OF A WATER TRANSMISSION MAIN
AND 3.5 MG RESERVOIR FOR THE 1350 PRESSURE ZONE
SCOPE OF WORK
Task 1: Alignment Study&Preliminary Dean
1.1 Project Administration
1.1.1 Project Execution Plan
The ENGINEER will prepare a project execution plan, including a description of project
background,project goals and objectives, detailed scope-of-work,project team,technical and
administrative interfaces,communication protocols,project budgets,and project schedule.
Review Project Execution Plan at the kickoff meeting.
LL2 Meetings
The ENGINEER will meet with the OWNER'S Municipal Utilities Department's engineering
staff and water operations and maintenance personnel at an initial kick-off meeting to discuss
team member roles and project goals,receive City supplied information, in
and establish project
protocols and procedures that will be followed during the project. Additional items to be
supplied or discussed include the following:
1. Obtain the record drawings of all City owned water,sanitary sewer,pump
station,reservoir,storm drain,street lights,traffic signals, and street atlases along
the pipeline alignments. Obtain information on any City proposed utilities.
2. Examine system hydraulics,including operating and transient pressures,and
existing water system network. Review the OWNER's most recent Water Master
Plan and discuss coordination with the OWNER's new Water Master Plan to be
prepared at the same time as this project.
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3. Begin initial discussions of alignments along San Bernardino Avenue and Texas
Street and alternative alignments (if any). Develop conceptual alignments based
on the OWNER's and ENGINEER's knowledge of the area and rule out
alignments not to be considered.
4. Obtain OWNER's operational requirements for the existing distribution system
in the 1350 and 1570 pressure zones.
5. Obtain a reproducible copy of the OAWER's water atlas for the project area.
Along with the Owner, the ENGINEER shall hold once a month progress review meetings to
discuss the work progress and other issues that may have or could potentially arise. The
ENGINEER shall prepare an agenda for the meetings,and will submit to the OWNER a brief
written monthly progress report and associated project budget expenditure report. The
progress report shall include a narrative of what has been accomplished on the project since the
last report,a description of upcoming work in the next month, a presentation of items or issues
to be resolved,any concerns or problem areas, a discussion of schedule milestones,and a project
budget status. Due to the short schedule for the Preliminary Design, the first progress meeting
will also be used to discuss the preliminary findings of the PDR.
Subsequent to the kickoff meeting and for all project meetings described in this Task,The
ENGINEER shall prepare a memorandum to document the policy decisions and the items
discussed. Copies of the meeting minutes will be distributed to meeting participants.
1.1.3 Project Management
The ENGINEER shall coordinate the work and implement a project management procedure
which shall include project cost control,schedule tracking,and automated accounting. The
ENGINEER shall also coordinate the work of subconsultants. The performance of work shall be
tracked. Invoices shall be prepared by the ENGINEER and submitted to the OWNER on a
monthly basis.
1.2 Project Information/Utility Search
The ENGINEER shall review the records of existing City facilities submitted to the ENGINEER
at the kick-off meeting,including existing water,sewer,pump station,and reservoir drawings;
master plan documents;and right-of-way information. A utility search will be performed to
determine the record location of subsurface utilities. The following utilities are anticipated:
water lines,sewer lines, telephone, electricity,storm drains,street lights, traffic signals,cable
television,gas lines,petroleum lines, and irrigation lines.
1.3 Preliminary Design Report(PDR)
The ENGINEER shall prepare a Preliminary Design Report(PDR) to summarize the work
performed during the Alignment Study and Preliminary Design(Task 1)phase of the project.
The PDR shall include a hydraulic analysis,alignment study, a reservoir type comparison,
preliminary cost estimate, and the preparation of the PDR.
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1.3.1 Hydraulic Analysis
The hydraulic analysis will include a review of the existing OWNER's facilities within the 1350
pressure zone,an investigation of the proposed land use along the corridor,and an estimate of
development scheduling along the pipeline route,and an analysis of the required fire flows.
This effort shall be coordinated with the preparation of the OWNER's water master plan update.
A recommendation for pipe sizing will be made from the hydraulic investigation. The results of
this analysis will be incorporated into the PDR,
13.2 Pipeline Alignment Evaluation
A pipeline alignment evaluation investigating the precise alignment in Texas Street and San
Bernardino Avenue shall be performed. Critical utility crossings will be identified and a
maximum of 4 typical cross sections at representative locations showing the relative location of
the pipeline and existing utilities will be prepared, Recommendations as to the precise location
of the pipelines at specific locations will be made and shown on the OWNER's water atlas map.
The results of this evaluation will be incorporated into the PDR.
1.3.3 Reservoir Type Comparison
The ENGINEER shall include the results of a comparison of a maximum of three types of
reservoirs,including steel,conventional cast-in-place reinforced concrete, and prestressed
concrete in the PDR. A matrix analysis considering factors important to the OWNER shall be
performed. The factors may include construction cost,life cycle or present worth cost,site and
grading impacts,failure potential,maintenance considerations,aesthetics,community impacts-,
expendability,seismic/geotechnical considerations as selected by the ENGINEER and the
OWNER. Importance factors will be determined by the ENGINEER with input from the
OWNER. A recommendation for the type of reservoir construction will be made. The results of
this comparison will be incorporated into the PDR.
1.3.4 Cost Estimate
The ENGINEER will prepare a preliminary design level estimate of the probable construction
cost for the Project. The results of this estimate will be incorporated into the PDR.
1.3.5 Preliminary Design Report(PDR)
The ENGINEER shall develop a PDR based on the project objectives,criteria,and recommended
pipeline size(Task 1.3.1),pipeline route(Task 1.3-2) and reservoir type(Task 1.3.3). A summary
of the results of these tasks shall be included in the PDR. In addition to these summaries,the
PDR shall also include the following information to be used in the design of the facilities:
1. Facility design criteria,including proposed types of pipes and classes,reservoir
loadings,site grading requirements,site drainage and overflow requirements,
structural and instrumentation criteria,and site landscaping proposals.
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2,, Plan alignment of the recommended pipeline route and reservoir yard piping
locations.
3. A preliminary reservoir site plan showing proposed and future facility locations.
4. Railroad-, State Highway, and State Mining and Tunneling crossing requirements.
5. Additional right-of-way,if required.
6. Provide recommendations for alternative pipe materials.
7. Provide recommendations on special construction considerations,seismic
requirements including anchorage details,standard drawings for appurtenances,
traffic control,and constructability issues.
8. Identify required permits. Utility relocations shall be identified and a cost
estimate provided.
9. Identify required potholes to determine existing utility horizontal and vertical
locations. See Task 2 for survey of potholes.
10. Prepare a preliminary exact alignment to be depicted on the OWNER's water
atlas.
11. Identify materials for prepurchase in order to meet construction schedules.
12. Prepare preliminary construction schedule schematic.
The ENGINEER shall provide the OWNER with two copies of the draft PDR for review.
OWNER comments will be incorporated into a final PDR. Five copies of the finalized PDR will
be submitted.
1.4 Technical Review and Quality Assurance
The ENGINEER shall perform an independent technical review in accordance with the
ENGINEER's quality assurance procedures. The technical review shall emphasize both
technical and constructability review of the project.
Task 2 -Design Survey
2.1 Field Surveying/Mapping
The project topographic survey and digital aerial mapping services shall include the following
scope of work items for the reservoir site and up to 13,000 feet of water transmission pipeline
along the final pipeline alignment(assumed to be San Bernardino Avenue and Texas Street).
L Research City and County records existing for survey control.
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Z,
2. Survey and set aerial control points necessary to control the aerial photography.
Measure coordinates of found street centerline monuments and provide X,Y
coordinates.
3. Establish survey ground control for aerial mapping,using assumed coordinates
and County benchmarks.
4. Paint around all existing manholes and valve cans in the street so they are visible
in the aerial mapping.
5. Provide a list of control points indicating:control point designations,coordinates,
elevation,and description(i.e.,nail and flashing,Y2-inch iron pipe,etc.) to be
shown on the drawings.
6. Measure the invert elevations of 15 manholes and provide X,Y coordinates.
2,2 Base Maps
Forty (40) scale base plan/profile drawings with one-foot contours(accuracy of plus or minus
0.5 feet) and sufficient spot elevations for design purposes will be prepared in AutoCAD,
Release 12 format. The site plan for the reservoir site shall incorporate the entire site and also
include contours at one-foot intervals (accuracy of plus or minus 0.5 feet)with sufficient spot
elevations for design.
Task 3: Geotechnical Study
3.1 Subsurface Exploration/Laboratory Testing
3.1.1 Pipeline Subsurface Excavations
The subsurface exploration for the transmission main shall consist of drilling 12 hollow stem
auger borings at a maximum interval of approximately 1,200 feet along the proposed final
pipeline alignment to depths of 15 to 25 feet. All field work will be conducted under the direct
supervision of a qualified geotechnical engineer or engineering geologist.
3.1,2 Reservoir Site Subsurface Excavations
At the reservoir site,four hollow stem auger borings to a depth of 30 to 40 feet shall be drilled.
Two of the borings shall be drilled below the proposed reservoir,and one each under the future
reservoir and booster station. All field work will be conducted under the direct supervision of a
qualified geotechnical engineer or engineering geologist.
3.1.3 Laboratory Testing
Pertinent engineering properties of the foundation materials will be evaluated by appropriate
field and laboratory tests. Representative samples will be obtained from the borings for
subsequent examination and laboratory testing. Earth materials will be visually classified in the
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field in general conformance with local geologic practice and/or the Unified Soil Classification
System. The field classification will be verified in the laboratory by visual observation and
confirming tests where necessary. Laboratory tests shall include: in-situ moisture/density,
direct shear strength,soluble sulphate concentration,metallic corrosion,chloride content,
Expansion Index,moisture/density curves,sand equivalents,consolidation,and R-value.
3.2 Engineering Analysis/Report
Based on engineering and geologic analysis of the field and laboratory data,a written report
shall be prepared. The report will summarize the physical data acquired during the
investigation in a convenient form for reference and will present recommendations and
comments to aid in the design of the project and preparation of specifications. The following
general items will be covered in the report:
L Evaluation of earth materials along the pipeline alignment and at the reservoir,
including existing pavement sections and soil stratigraphy at boring locations.
2. Evaluation of groundwater effects and the necessity for dewatering during
construction.
3. Allowable soil bearing pressures for project facilities including thrust blocks and
reservoir foundations,including suitable reservoir foundation types.
4. Allowable friction and lateral resistances for foundations and thrust blocks.
5. Recommendations and limits of pipe bedding or foundation preparation.
6. Excavation,bedding,backfills,and compaction requirements and
recommendations for use of native materials for pipe zone and above the pipe
zone backfill material. Gradational limits for imported fill for pipe zone backfill,
above the pipe zone backfill, and for trench stabilization. The expansion
potential of on-site soils will be addressed.
7. Based on recommended bedding and compaction requirements,provide
frictional resistance and modulus of soil reaction (F) to support flexible pipe and
resist deflection.
8, Lateral earth pressures against temporary shoring.
9. Recommended safe construction slopes for side sloped excavations based on
slope stability. Include effects of surcharge loads located at or near top of slope
(construction equipment,spoil banks,etc.) and limitations on surcharge loads.
Recommended slopes shall not be steeper than excavation slopes permitted by
local or state agency safety orders.
10. Reservoir site grading requirements. In open areas (unpaved)site clearing and
grubbing requirements.
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11. General discussion of the regional geology and engineering seismology of the
project area.
12, Preliminary soil analysis relative to possible corrosion problems to concrete and
recommendations on the prohibition of steel pipe corrosion.
13. Elastic design response spectra for the reservoir.
14. Reservoir foundation settlement potential.
15. Asphalt pavement section requirements.
Task 4n Final Design
41 Project Administration
4.1.1 Project Execution Plan
The ENGINEER shall update the project execution plan prepared for the preliminary design
(Task 1.1.1)based on the conditions present at the start of Final Design.
4.1.2 Meetings
Along with the Owner, the ENGINEER shall hold once a month progress review meetings to
discuss the work progress and other issues that may have or could potentially arise. The
ENGINEER shall prepare an agenda for the meetings,and will submit to the OWNER a brief
written monthly progress report and associated project budget expenditure report. The
progress report shall include a narrative of what hasbeen accomplished on the project since the
last report,a description of upcoming work in the next month,a presentation of items or issues
to be resolved,any concerns or problem areas,a discussion of schedule milestones,and a project
budget status.
For all project meetings described in this Task,The ENGINEER shall prepare a memorandum to
document the policy decisions and the items discussed. Copies of the meeting minutes will be
distributed to meeting participants.
4.1.3 Project Management
The ENGINEER shall coordinate the work and implement a project management procedure
which shall include project cost control,schedule tracking,and automated accounting. The
ENGINEER shall also coordinate the work of subconsultants. The performance of work shall be
tracked. Invoices shall be prepared by the ENGINEER and submitted to the OWNER on a
monthly basis.
4.2 Utility Coordination
The ENGINEER shall coordinate the final design with the impacted utilities. Utility information
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shall be shown on the construction drawings and check prints shall be sent to each agency
whose facility could be affected by the construction of the pipeline. A copy of each letter and
the utility agency's response shall be provided to the City.
4.3 Potholes
A maximum of 10 potholes will be constructed to determine the horizontal and vertical locations
of critical utilities. Pothole locations will be as proposed in the PDR.
4.4 Pipeline Final Design
4.4.1 Pipeline Plans
The ENGINEER shall develop the water transmission main final design for the facilities
according to the design criteria and concepts presented in the PDR. The ENGINEER shall
prepare detailed plans and specifications for construction of the water transmission main,
including bidding sheets and forms necessary for receiving competitive bids. The water
transmission main facilities shall be constructed under a single construction contract.
The plans shall be prepared in AUTOCAD-,Release 12 using Standard City title blocks input
into computer format. The sheets will be 22 x 34 inches. Pipeline plan and profile sheets will be
prepared to a scale of 1-inch to 40-feet horizontal and 1-inch to 4-feet vertical.
At the 60%completion level,the ENGINEER shall submit partially completed construction
plans and a list of specifications for the water transmission main to the OWNER for review. The
project design will continue during the OWNER's review.
At the 90%completion level, the ENGINEER shall submit the items listed below to the OWNER
for final review and acceptance:
1. Two sets of full size construction plans and specification books
2. Permits attached and made a part of the specifications. (As available)
3. Evidence of plan review by utility companies
4. Cost and quantity estimates (Task 4.7)
5. Right-of-way/easement requirements. (Preparation of easement documents is
not included.)
6, Geotechnical investigation report(Task 3,2)
7. Updated construction schedule showing advertisement for bid,construction,and
project closeout.
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Following the OWNER's review,the ENGINEER will incorporate the OWNER's comments into
the Contract Documents and provide the OWNER with the original construction drawings on
both conventional and digital format,a master set of specifications on both conventional and
digital format,final estimate of probable cost.
4.4.2 Pipeline Specifications
In conjunction with the OWNER's input, the ENGINEER shall prepare the project specifications,
bid form,General and Special Provisions, and Technical Specifications based on the OWNER's
standard specifications and the "Green Book", The ENGINEER shall review the OWNER's
front end documents and revise and supplement them as required. The ENGINEER's technical
specifications in CSI format will be used to add the materials and equipment requirements not
covered by the Green Book. The contract specifications shall include permits and each agencies
construction requirements as terms for granting approval of the pipeline construction drawings.
4.5 Reservoir Final Design
4.5.1 Reservoir Plans
The ENGINEER shall develop the reservoir final design for the facilities according to the design
criteria and concepts presented in the PDR. The ENGINEER shall prepare detailed plans and
specifications for construction of the reservoir,including bidding sheets and forms necessary for
receiving competitive bids. The reservoir facilities shall be constructed under a single
construction contract.
The plans shall be prepared in AUTOCAD,Release 12 using Standard City title blocks input
into computer format. The sheets will be 22 x 34 inches. Reservoir plans will include civil,
structural,mechanical,electrical,instrumentation,and landscape design. The reservoir site plan
will be prepared at a scale suitable for showing all required grading and dimensional
information. Reservoir piping plan and profile sheets will be prepared to a scale of 1-inch to 40-
feet horizontal and 1-inch to 4-feet vertical.
At the 60%completion level, the ENGINEER shall submit partially completed construction
plans and a list of specifications for the reservoir to the OWNER for review. The project design
will continue during the OWNER's review.
At the 90%completion level,the ENGINEER shall submit the items listed below to the OWNER
for final review and acceptance:
1. Two sets of full size construction plans and specification books
2. Permits attached and made a part of the specifications. (As available)
3. Evidence of plan review by utility companies
4. Cost and quantity estimates. (Task 4.7)
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5. Right-of-way/easement requirements,as required. (Preparation of easement
documents is not included.)
6. Geotechnical investigation report(Task 3.2)
7. Updated construction schedule showing advertisement for bid,construction,and
project closeout.
Following the OWNER's review,the ENGINEER will incorporate the OWNER's comments into
the Contract Documents and provide the OWNER with the original construction drawings on
both conventional and digital format,a master set of specifications on both conventional and
digital format and final estimate of probable cost.
4,5.2 Reservoir Specifications
In conjunction with the OWNER's input,the ENGINEER shall prepare the project specifications,
bid form,General and Special Provisions,and Technical Specifications based on the OWNER's
standard specifications and the"Green Book". The ENGINEER shall review the OWNER's
front end documents and revise and supplement them as required. The ENGINEER's technical
specifications in CSI format will be used to add the materials and equipment the requirements
not covered by the Green Book. The contract specifications shall include permits and each
agencies construction requirements as terms for granting approval of the reservoir construction
drawings.
4.6 Permit Assistance
The ENGINEER will assist the OWNER in obtaining permits from the regulating agencies,
including the preparation of permit applications and monitoring of agency review
47 Cost Estimate
Construction quantities shall be determined from the completed Contract Documents and unit
costs shall be developed. The ENGINEER shall prepare an estimate of the probable construction
cost for the pipeline and reservoir based on the major construction items as shown on the
construction plans and specifications. The estimate will be included with the 90%submittal.
4.8 Technical Review and Quality Assurance
The ENGINEER shall perform an independent technical review in accordance with the
ENGINEER's quality assurance procedures. The technical review shall emphasize both
technical and constructability review of the project. The technical review will be performed at
the 60%completion level.
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ATTACHMENT B TO AGREEMENT
BETWEEN
OWNER AND ENGINEER
TO FURNISH
ENGINEERING SERVICES
FOR
CITY OF DL DS
DESIGN OF A WATER TRANSMISSION MAIN
AND 3.5 MG RESERVOIR FOR THE 1350 PRESSURE ZONE
PROJECT SCHEDULE
The time period for performance of the ENGINEER'S services for the design of a water transmission main
and 3.5 MG reservoir for the 1350 pressure zone are as follows:
1. Task I through submittal of the draft Preliminary Design Report will be completed within 60
calendar days from receipt of the written Notice to Proceed. The final Preliminary Design Report
will be submitted within 10 calendar days after receipt of the OWNER'S comments.
2. Task 2 will begin within 7 days from receipt of the written notice to proceed and will be completed
within 60 calendar days from the start of work,
3. Task 3 will begin within 14 days from receipt of the written notice to proceed. A draft
Geotechnical Report will be submitted within 35 calendar days after receiving all necessary
permits. It is estimated that 21 calendar days will be required to obtain the permits.
4. Task 4 will begin after approval of the Preliminary Design Report by the OWNER,evidenced by a
written notification to proceed for this task. Final design will be completed 100 calendar days
after written notification to proceed with this task.
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ATTACHMENT C TO AGREEMENT
BETWEEN
OWNER AND ENGINEER
TO FURNISH
ENGINEERING SERVICES
FOR
CITY OF REDLANDS
DESIGN OF A WATER TRANSMISSION MAIN
AND 3.5 MG RESERVOIR FOR THE 1350 PRESSURE ZONE
FEE ESTIMATE
Compensation for services of principals and employees of the ENGINEER rendered for performance of the
Scope of Work,Attachment "A" will be based on Article 5.1 and 5.4 of the Agreement. The estimated
breakdown of manhours,labor fees and nonsalary expense is shown in Table 1,Manhour Estimate.
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Table 1
1350 ZONE RESERVOIR AND TRANSMISSION MAIN
Manhour Estimate Fee Estimate
Client Project Project Struct. Elect. Staff Total Outside
Task Task Description Officer Manager Engineer Engineer Engineer Architect Engineer Draft Clerical Hours Labor Professional ODC's Total
1.0 ALIGNMENT STUDY AND PRELIMINARY DESIGN
Li Project Administration
1.1.1 Project Execution Plan 1 6 6 1 1 0 2 1 4 22 $2,027 $0 $200 $2,227
1.11 Meetings(2) 3 8 10 0 0 0 0 0 2 23 $2,418 $0 $300 $2,718
1-1.3 Project Management 1 12 8 4 2 1 4 1 8 41 $3,780 $0 $500 $4,280
14 Project Information/Utility Search 0 4 8 2 2 0 40 8 8 72 $5,640 $0 $500 $6,140
1.3 Preliminary Design Report
1.31 Hydraulic Analysis 1 4 24 0 0 0 90 8 8 125 $10,038 $0 $760 $10,788
13.2 Pipeline Alignment Evaluation 1 4 8 0 0 0 16 8 4 41 $3,306 $0 $300 $3,605
1.3.3 Reservoir Type Comparison 1 4 16 32 0 0 32 24 24 133 $10,770 $0 $750 $11,520
1.3.4 Cost Estimate 1 2 6 8 2 2 36 0 4 61 $5,288 $0 $500 $5,788
1.15 Design Criteria,Pipe Evaluation,Report Prep 4 16 32 12 8 2 36 32 40 182 $14,624 $0 $750 $15,374
1.4 QA/QC 11 a a 1 1 1 1 0 2 Zi Mau $.Q M 13 251
Subtotal 21 68 118 63 16 6 247 82 104 725 $60,841 $0 $4,850 $65,691
2A DESIGN SURVEY
2.1 Research and Field Surveying 0 3 2 0 0 0 2 0 2 9 $772 $13,500 $200 $14,472
2.2 Base Maps 1 a 2 a a a 2 2 2 12 $1051 $.1.1.5.04 112851
Subtotal 1 6 4 0 0 0 4 2 4 21 $1,823 $254100 $400 $27 323
3.0 GEOTECHNICAL STUDY
3.1 Subsurface Exploration/Laboratory Testing 1 2 2 4 0 0 0 0 2 11 $1,102 $17,000 $200 $18,302
3,2 Engineering Analysis/Report I a 1 12 a Q a 2 2 24 11410 195 I= 112110
Subtotal 2 5 6 16 0 0 0 2 4 36 $3,612 $26,600 $400 $30,412
4.0 FINAL DESIGN
4.1 Project AxiministratIon,
4.1.1 Project Execution Plan 1 4 6 1 1 0 2 1 4 20 $1,810 $0 $300 $2,110
4.1.2 Meetings(4) 6 16 20 8 8 0 8 0 6 72 $7,328 $0 $500 $7,828
4.1.3 Project Management 4 24 8 12 8 0 8 2 12 78 $7,638 $0 $500 $8,038
4.2 Utility Coordination 0 4 16 0 0 0 24 4 8 56 $4,501 $0 $300 $4,801
4.3 Potholes 1 6 4 0 0 0 4 2 6 23 $1,916 $7,600 $400 $9,816
4.4 Pipeline Design
4.4.1 Pipeline Plans 0 37 149 0 0 0 344 572 34 1136 $82,600 $7,000 $5,200 $94,700
4*2 Pipeline Specifications 4 8 32 0 0 0 40 0 32 116 $9,250 $0 $750 $10,000
4.5 Reservoir Design
4.5.1 Reservoir Plans 0 32 107 94 32 7 182 370 33 857 $67,430 $2,500 $5,750 $75,680
4.5,2 Reservoir Specifications 4 8 24 44 34 8 40 0 40 202 $18,455 $0 $1,000 $19,455
4.6 Permit Assistance 1 6 16 0 4 0 24 0 8 59 $5,076 $0 $500 $5,576
4.7 Cost Estimates 2 8 16 8 4 2 24 0 6 70 $6,474 $0 $600 $7,074
4,8 Technical Review/Quality Assurance id 12 8 a 1 Q a il 2 Q u439.2 10 Iffla VLM
Subtotal 39 165 406 175 95 17 700 951 191 2739 $218,275 $17,000 $16,400 $251,675
TOTAL RE91JIRED SERVICES(TAS.KS I-4) 63 244 634 254 111 23 951 1037 303 3520 $284,451 $68,600 $22,050 $375 101
Notes:
1, Permit fees are not included.
1 Assumes design of a prestressed concrete reservoir.
& Outside professional-subconaultant;ODO-other direct costs
4. Includes 10 potholes
5. Support of CEQA documentation preparation and processing not included.
6. Cathodic protection design not included but available at the following prices if required:
Pipeline system analysis: $3,900
Reservoir coating:$1,100
Reservoir active cathodic protection system design:$3,300
ATTACHMENT D TO AGREEMENT
BETWEEN OWNER AND ENGINEER
TO FURNISH
ENGINEERING SERVICES
FOR
CITY OFREDLANDG
DESIGN OFAWATER TRANSMISSION MAIN
AND 3.5MGRESERVOIR FOR THE 13s0PRESSURE ZONE
SCHEDULE C)FHOURLY RATES
January 1, 1986
Categories
HouLlj, Rat�
Scientists: Grade 1
$SOU0
Grade �
7OO8
Grade 3 '
88OO
Grade 4 '
QO8O
Grade 5 '
1OOOO
Grade G '
11OOO
Principal '
125.00
Associate 13500
Vice President '
15OOO
Sr. Vice PmokjnmL '
- 1G5.00
Support Service: Designer Drafter 1
35.00
Designer Drafter 2 4500
Designer Drafter 3 '
55OO
Designer Drafter 4 '
6500
Designer DeoiDna��r5 '
x 78O8
Designer Drafter G '
QOOO
Designer Drafter 7 '
Q5U8
Designer Drafter 8 1OU'UO
Planner
85.00
/nopeotor <�NR14
> / 7OOO
|napeotor(<�NR15) 8O�OO
Administrative Manager 7OOO
Administrative Assistant '
4�8O
Office Clerk �
DOOO
Clerical Manager 5O'OO
�
N� P��oaor �
45.00
Technical Writer
65.00
Financial Manager
75OU
<�ontractAdmnir...�,^��dor '
7O0U
Finance Assistant '
45OO
Accounting Clerk 45'OO
Miscellaneous
Euoanaea� Au�o��U��oe
. ��,, 0.30/mile'=
' Time .`' 4`00/hour
_~. 12.00/hour
Outside Services Cost+ 10%
K8ateha/ and Other Exo�nae� °"=
_ uout+ 10%
sA405-~�^=ms0LAN0WATes2,RL ^ CDM Camp Dresser McKee