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WORK ORDER NUMBER 16
This Work Order Number 16_ is entered into as of this L� day of
_, 2001 pursuant to that certain Continuing Contract Agreement for
ofessional Services entered into as of August 10, 2004 and amended effective July 24,
2007 (as so amended, the "Agreement'), by and between Indian River County Solid
Waste Disposal District, a dependent special district of Indian River County, Florida
("District') and Geosyntec, Inc., a Florida corporation ("Consultant').
The District has selected the Consultant to perform the professional services set
forth on Exhibit 1, attached to this Work Order and made part hereof by this reference.
The professional services will be performed by the Consultant for the fee schedule set
forth in Exhibit 1 and within the timeframe more particularly set forth in Exhibit 1, all in
accordance with the terms and provisions set forth in the Agreement. Pursuant to
paragraph 1.4 of the Agreement, nothing contained in any Work Order shall conflict with
the terms of the Agreement and the terms of the Agreement shall be deemed to be
incorporated in each individual Work Order as if fully set forth herein.
IN WITNESS WHEREOF, the parties hereto have executed this Work fQ er as of
the date first written above.
GEOSYNTEC, INC.
By: �_1_9--
Thomas A. Peel, Ph.D.
Title: Vice PrEsk ent
1`
INDIAN RIVER COUNTY
SOLID WASTE [fiPPO,SA,L DIST ICS
Q�tlda�-��_
Sandra C . 0,mlel?, ChairmAn
Attest: J.K. Barton, Clerk -df
By
Deputy Clerk
ph A.lBaird, County Administrator
to form and legal su iciency:
E. I ", ssistan"t County Attorney
EXHIBIT 1
PROFESSIONAL SERVICES
Geosyritec�
2258 Riverside Avenue
Jacksonville, Florida 32204
consultants
PH 904.388.8821
FAX 904.388.8163
w%vw.geosytec.com
26 February 2008
Mr. Himanshu Mehta, P.E.
Managing Director
Solid Waste Disposal District
Indian River County
1325 74h Avenue SW
Vero Beach, Florida 32968
Subject: Proposal to Provide Engineering Services
Class I Landfill Vertical Expansion Construction
Indian River County Landfill Facility
Vero Beach, Indian River County, Florida
Dear Mr. Mehta:
Geosyntec Consultants (Geosyntec) is pleased to submit this proposal to the Indian River County
(IRC) Solid Waste Disposal District (SWDD) for the provision of engineering services related to
the construction of the Class I Landfill Vertical Expansion (hereafter referred to as the Project)
for the Class I Landfill at the IRC Landfill (IRCL) facility located in Vero Beach, Indian River
County, Florida. The proposal presents the scope of work, schedule, and budget estimate for the
design modification, permitting, construction documents, procurement support, and construction -
phase services for the Project. The proposal was prepared in response to a verbal request from
the SWDD during a 16 December 2007 meeting at the IRCL site with Mr. Himanshu Mehta P.E.
of SWDD and Dr. Kwasi Badu-Tweneboah, P.E. of Geosyntec. Geosyntec has prepared this
proposal as Exhibit 1 under Work Order No. 16 for the Continuing Contract Agreement for
Professional Services between IRC SWDD and Geosyntec, dated 10 August 2004 and amended
11 August 2007.
The remainder of this proposal presents: (i) project background; (ii) proposed scope of work;
(iii) budget estimate; (iv) schedule; and (iv) the assumptions that were used in the development
of this proposal.
PROJECT BACKGROUND
The IRCL facility is located in southern Indian River County, east of Interstate 95, south of Oslo
Road, and west of Rangeline Road in Vero Beach, Florida. The SWDD operates both the Class I
landfill and Construction and Demolition (C&D) disposal facility at the IRCL facility. The Class
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I landfill includes Segment 1, Segment 2, and an Infill Area located between Segment 1 and
Segment 2. Segment 1 is approximately 20 acres, unlined, and was initially closed in 1990 with
a cover system that included 8- to 12 -in. thick compacted clay cap. Segment 2, which is
approximately 38 acres in total footprint, has a 60 -mil thick high-density polyethylene (HDPE)
geomembrane single liner. The Infill Area has: (i) a single composite liner comprised of a 60 -
mil thick HDPE geomembrane placed on top of 2 -ft thick compacted clay liner over a 5 -acre area
between Segment 1 and Segment 2; and (ii) a 60 -mil thick textured HDPE geomembrane single
liner over the 7.5 acres of the eastern side slopes of the closed Segment 1 landfill. Leachate from
the lined Segment 1 eastern side slopes, Segment 2, and Infill Area is collected through a
combination of leachate collection system (LCS) drainage media and HDPE pipes, and conveyed
to a pump station located at the northwest corner of Segment 2. The leachate is then transferred
through a force main to the West Regional Wastewater Treatment Plant for treatment and
disposal.
In June 2005, the Florida Department of Environmental Protection (FDEP) issued the SWDD
with an expansion permit, under Permit Modification No. S031-0128769-011, for the disposal of
C&D debris over the south and west slopes of the closed Segment 1 landfill using 3 horizontal to
1 vertical (311:1 V) side slope geometry. The westward top slopes of the C&D expansion would
extend to elevation (El.) 129.5 ft National Geodetic Vertical Datum (NGVD) and grade to the
east at a 5 percent slope. The Segment 2 and Infill Area were also permitted to have 3H:1V
waste slopes from El. 55 to El. 145 ft NGVD. In August 2006, FDEP issued the SWDD with an
expansion permit for placement of C&D debris over the north slope of the closed Segment 1
landfill using 3H:1 V side slope geometry, extending the elevation to approximately 125 ft
NGVD, under Permit Modification No. S031-0128769-013. Because of the significant decline in
construction activity in the County, the C&D debris placement over the slopes of the previously -
closed Segment 1 landfill, under the current FDEP Permits, is presently projected to reach final
grades by March 2009. A modification of the current permit is required to facilitate construction
of the Class I landfill vertical expansion described below.
In order to improve aesthetics at the IRCL facility, the SWDD has voluntarily elected to place
cover soil and sod over portions of the C&D debris that had reached final grades in a "close -as -
you -go" manner. In April 2007, the SWDD authorized Geosyntec under Work Order No. 6 to
design and permit the closure system for the C&D placement on Segment 1 slopes in order to
meet the closure requirements of the solid waste regulations.
In June 2006, FDEP issued the SWDD with a permit for the vertical expansion that includes the
construction of a liner system over the top slopes of the previously -capped Segment 1 of the
Class I landfill and raising the final elevation of the lined Class I landfill from the 145 ft NGVD
to approximately 185 ft NGVD (Permit Modification No. 5031-0128769-012). This additional
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permitted capacity extends the life of the Class I landfill until January 2011, based on current and
projected waste acceptance rates.
As previously discussed, the current FDEP permits for C&D placement on Segment I with 5
percent top deck slopes would reach final grades in March 2009 before the Class I landfill
vertical expansion can be constructed. However, the vertical expansion represents the next phase
of the scheduled capacity additions to the Class I landfill. Its projected delay due to the decline in
the deliveries of C&D debris for landfill disposal, places it on the critical path of the capacity
addition schedule. SWDD requested that Geosyntec modify the vertical expansion design to
allow for earlier start of the construction date. The outcome of such modification would be to
increase the disposal capacity of the Class I waste at the expense of the unlined C&D disposal
area. However, since the SWDD Board has made the decision in August 2007, as part of
Amendment to Work Order No. 4, to discontinue the separate disposal of C&D debris in unlined
landfill cells, this design modification would be in line with the Board directive to be protective
of the environment.
The IRCL facility is currently regulated under the New Source Performance Standards (NSPS)
for municipal solid waste (MSW) landfills as identified in Subpart WWW of 40 CFR, Part 60
(Subpart WWW). The NSPS states that MSW landfills that exceed certain size thresholds
(waste -in-place of more than 2.5 million Mg or 2.5 million m) or emission thresholds (emissions
of non -methane organic compounds of greater than 50 Mg/yr) are required to collect and control
its landfill gas. Currently, the IRCL does not exceed the thresholds prescribed by NSPS;
however, the IRCL has a voluntarily -installed active gas collection and control system (GCCS),
which includes 40 vertical gas collection wells, 13 horizontal gas collectors, blowers and flare
system. As part of Work Order No. 6, SWDD authorized Geosyntec to design a GCCS
expansion/phasing plan for the Class I landfill facility, which included upgrading the system to
account for the future waste placement that will occur in the existing Segment 1, Segment 2, and
Infill Area. Implementation of this upgraded GCCS system will also increase the economic
viability of the landfill gas utilization project that SWDD and the County are currently pursuing.
PROPOSED SCOPE OF WORK
This project includes professional engineering services that will be performed for the design
modification, permitting, and construction of the Class I landfill vertical expansion, including
expansion of GCCS in Segment 1, Segment 2 and Infill Area. The scope of work is based on the
requirements of Chapter 62-701, Florida Administrative Code (FAC) and Geosyntec's
understanding of the project based on information provided by the SWDD. In addition,
Geosyntec will also provide engineering support services for the construction and operation of an
on-site borrow pit to supply fill material for construction of the vertical expansion and as cover
material for the Class I landfill operations.
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Geosyntec will provide all engineering services necessary to complete the engineering design
modification, permit modification application, and address requests for additional information
from FDEP related to the design modification. The scope of services also includes construction -
phase services, such as, preparing construction bid documents, providing procurement support,
construction management, and construction quality assurance (CQA) monitoring, testing, and
certification services. The proposed budget and schedule are based on the assumption that Waste
Management, inc. of Florida (WMIF) will provide the construction services for the entire project
in accordance with the terms of the operating agreement between the SWDD Board and WMIF.
For budgeting purposes, the scope of work will be performed in four phases, as presented below.
• Phase 1: General Consulting/Meeting Support/Project Management;
• Phase 2: Vertical Expansion Design Modification and Permitting;
• Phase 3: Construction Procurement Services; and
• Phase 4: Construction Support Services.
Each of these phases is briefly described below.
Phase 1: General Consulting/Meeting Support/Project Management
Phase 1 consists of three components: general consulting, meeting support, and project
management. Geosyntec will provide SWDD with consulting services necessary to initiate the
project and attend pre -application and in -progress review meetings with the FDEP Central
District office. Geosyntec will prepare presentation graphics, engineering drawings, and other
documents required to support the meetings and project coordination activities.
A kickoff meeting with SWDD is proposed before the start of project activities so that the
specific project requirements can be discussed. If required by SWDD, Geosyntec will prepare
for and attend a meeting with the SWDD Board to explain the project scope and budget
requirements. Geosyntec will also schedule and attend, with SWDD staff, a meeting with the
Central District office of FDEP to discuss specific permitting issues. Following each meeting,
Geosyntec will prepare meeting minutes that document decisions reached in the meetings.
Project management activities will include: budget and schedule tracking, invoice review, and
project communications, including the preparation of a monthly progress report. The project
report will include a description of the activities completed during the month and planned
activities for the following month. In addition, the progress report will identify any technical or
administrative issues that require SWDD's attention and the current status of the budget and
schedule.
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For the purpose of this budget estimate, Geosyntec has included four meetings: (i) one kickoff
meeting with SWDD; (ii) two meetings with FDEP and SWDD staff, and (iii) one meeting with
the SWDD Board, if requested by SWDD. Progress meetings during construction of the vertical
expansion liner system and GCCS are included in Phase 4.
Phase 2: Vertical Expansion Design Modification and Permitting
Phase 2 consists of design modification and preparation of permit application to decrease the
Segment 1 top deck slopes from 5 percent to 2 percent to accelerate construction of the vertical
expansion. For budgeting purposes this phase has been divided in the following three tasks, as
presented below.
Task 1: Eneineerin2 Design
Under this task, Geosyntec will perform engineering analysis and design necessary to reduce the
slope of the top of Segment 1 in the west -to -east direction from the current 5 percent. Geosyntec
will perform the design analyses and calculations required to modify Permit Modification Nos.
S031-0128769-011, S031-0128769-012, and S031-0128769-013 for C&D placement on Segment
1 slopes as well as the Class I landfill vertical expansion. Geosyntec will perform the following
activities as part of the engineering design:
• modifying the layout and grading of C&D debris placement on the top and side slope
areas of Segment 1;
• re-evaluating of stability and settlement of the final cover system;
• waste containment design analyses to demonstrate gravity flow of leachate from
Segment 1 vertical expansion into the Infill Area leachate collection system;
• modification of the design of the surface water drainage system to collect and convey
the storm water runoff from the final cover system to the perimeter toe ditch; and
• modification of financial assurance calculations, if necessary.
Task 2: Vertical Expansion Permit Application
Under task, Geosyntec will prepare the Permit Modification Application for the Class I landfill
vertical expansion. The permit application will include the engineering reports and drawings in
support of the permit modification application in accordance with Chapter 62-701, FAC. For
budgeting estimating purposes, Geosyntec has assumed that a Minor Modification Permit
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Application will be required for this work. Geosyntec will provide four complete copies of the
application to FDEP Central District and two copies to SWDD.
Task 3: Response to Re2ulatory Comments
Following submittal of the permit modification application, Geosyntec will meet with FDEP to
present and discuss the contents of the application. Geosyntec will provide FDEP with written
responses to requests for additional information (RAI) throughout the course of the permit
review process. For the purpose of the budget estimate, Geosyntec has estimated response to one
RAI will be required.
Phase 3: Construction Procurement Services
Geosyntec will provide the engineering services required for SWDD to procure the construction
of the following: (i) Class I landfill vertical expansion liner system; (ii) expansion and upgrade
of the GCCS; and (iii) operation of the on-site borrow pit for supply of fill material. It is
understood that SWDD will contract the construction services of the project to WMIF, the
current contractor for operation of the Class I landfill, including the on-going placement of C&D
debris on Segment 1. As part of this phase, Geosyntec will prepare construction documents and
a construction cost estimate as described below.
Task 3.1: Construction Documents
Geosyntec will prepare a set of construction drawings for each of the three components of the
construction project. The construction drawings for the Class I landfill vertical expansion will be
extracted from the permit application drawings and will include sufficient details necessary for
construction of each component of the project. The construction drawings will include control
points along the top of berms, toes of slopes, and other critical locations, including 50 -ft grid
intervals, liner system details, and cross sections to facilitate construction and certification of the
project. Construction drawings for the GCCS and borrow pit operations will be prepared, as
necessary.
Technical Specifications and the CQA Plan will be compiled as part of the Construction
Documents. The specifications will be prepared using the industry -standard Construction
Specification Institute (CSI) format.
Task 3.2: Construction Cost Estimate
Geosyntec will also prepare an Engineer's Estimate of Probable Construction Cost for the three
phases of the project to serve as a basis for comparison of bids from WMIF during the
procurement process. Probable construction cost will be based on estimated construction
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quantities for the project and engineering estimate of the probable unit cost for each item.
Probable construction costs will be based on such catalogues as R.S. Means, information
provided by product manufacturers, and Geosyntec's professional judgment and experience with
similar expansion and closure systems and installation projects.
Additionally, Geosyntec will prepare a construction schedule based on Geosyntec's
understanding of the project and experience with similar landfill construction projects.
Phase 4: Construction Support Services
Geosyntec will perform the construction -related services and provide engineering support
associated with construction of the Project under three main tasks: (i) Field CQA Services; (ii)
Construction Management; and (iii) Resident Engineering/Certification Services.
Task 4.1: Field CQA Services
Under this task, Geosyntec will provide CQA services during construction of the vertical
expansion and GCCS and on-site borrow pit operations. Quality assurance monitoring, testing
methods, test frequencies, and the reporting requirements will be performed in accordance with
the CQA Plan, ASTM Standards, and applicable portions of Chapter 62-701, F.A.C. The work
will be executed by an experienced project team consisting of office managerial staff and on-site
CQA representatives.
Geosyntec will provide on-site monitoring services for the activities associated with construction
of the Project. The CQA services will be provided by a CQA Site Manager and Engineering
Technicians, as needed. The CQA Site Manager will be responsible for CQA activities
throughout the project including monitoring construction, coordinating soils and geosynthetics
testing, and maintaining documentation of CQA activities at the site.
Geosyntec will assign one CQA field personnel for every major construction activity being
performed by the Contractor. For geosynthetics installation, one field CQA personnel can
monitor two welding technicians. If at times several liner system installation operations are
conducted simultaneously, the on-site CQA personnel will monitor those operations that are
considered most critical to the performance of the liner system. Any non -conforming or
questionable practices observed by Geosyntec will be brought to the attention of the concerned
parties for review and correction.
Geotechnical Laboratory Services
Geosyntec will provide independent geotechnical QA/QC laboratory testing related to the
construction. Experienced laboratory technicians will perform the required soils conformance
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tests in accordance with the test methods described in the Technical Specifications and CQA
Plan. The test results will be reviewed by the CQA Site Manager. SWDD will be provided with
regular updates of the conformance testing activities and results. Summary reports of the
laboratory conformance test results will be presented in the certification report.
Geosynthetic CQA Laboratory Services
Geosyntec proposes to perform: (i) conformance testing of the geosynthetic materials; and (ii)
destructive testing of the geomembrane seams at an off-site geosynthetic CQA testing laboratory.
Conformance sampling of the geosynthetics will be undertaken at the manufacturing plant prior
to shipment of the geosynthetics to the site. This will expedite the conformance testing and
eliminate delays in the field waiting for test results. Geosyntec will be responsible for
coordinating collection of conformance test samples with the geosynthetic CQA laboratory and
geosynthetic manufacturer. The geosynthetic CQA laboratory will be responsible for all
conformance testing. The results will be faxed to the site in order to achieve a prompt response
on test results.
Task 4.2: Construction Manazement
Under this task, Geosyntec will provide construction management services throughout the
duration of construction. Construction management activities will include conducting pre -
construction and weekly construction progress meetings with WMIF and its subcontractor(s),
preparing a detailed construction schedule using critical path method (CPM) of scheduling for
evaluating construction progress, assisting WMIF and SWDD in identifying critical construction
phases and material procurement activities, providing assistance to WMIF in formulating plans
to regain the project schedule in case of unforeseen delays, evaluating WMIF payment requests
and verifying quantities and conformance with the plans and specifications, and providing
contract administration to include construction -related correspondence with WMIF and SWDD.
Task 4.3: Resident Enalneerin�
Under this task, Geosyntec will provide resident engineering support services throughout the
duration of construction. Resident engineering support services will include Construction
Drawings and Technical Specifications interpretation or clarification, an evaluation of any
changed conditions, and engineering analyses for any design changes or improvisations.
Geosyntec will also provide support to SWDD in the preparation of modifications, deletions, or
additions to the contract documents and correspondence with FDEP on such requests.
Contractor change proposals will be evaluated for technical merit, conformance with design
intent, and reasonableness with respect to pricing, and likelihood of acceptance by FDEP.
Geosyntec will also assist SWDD in the review and approval process for submittals required by
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the contract documents. Resident engineering support services are expected to include
engineers, administrative assistants, CADD operators, and word processors, as needed.
As part of the Resident Engineering Phase, Geosyntec will prepare a final CQA certification
report, which will include as -built record drawings, including geomembrane panel layout
drawings, for the Project. The report will contain a narrative describing, in detail, the aspects of
field activities associated with the Class I landfill vertical expansion and GCCS construction,
specifically with reference to the activities identified in this proposal. The report will also
include a summary of all conformance and performance tests conducted, testing frequencies, and
test results showing compliance with the Technical Specifications and the CQA Plan. The
documentation of construction activities (presented on daily summary reports, monitoring logs,
test data sheets, nonconformance identification and corrective measures reports, and design
change records) will be included as appendices to the final report. The as -built record drawings
will be prepared for the project, in AutoCAD format, in order to illustrate the details of
construction, any approved design changes, and other relevant information.
The final CQA certification report and as -built record drawings will be signed and sealed by a
registered professional engineer in the State of Florida. Geosyntec will prepare the report within
30 days of completing the construction activities. Five copies of the final CQA certification
report will be submitted to FDEP for approval on behalf of SWDD. An electronic copy of as -
built drawings in AutoCAD format will also be submitted to SWDD.
BUDGET ESTIMATE
A budget estimate for the scope of work outlined in Phases 1 through 4 of this proposal is
summarized in the following table, and a detailed budget estimate is provided as Attachment 1.
The budget estimate does not include permit fees that will be required at the time the permit
modification application is submitted to FDEP.
Phase 1: General Consulting/Meeting Support/Project Management $41,580
Phase 2: Vertical Expansion Design Modification $11,783
Phase 3: Construction Procurement Services $26,017
Phase 4: Construction Support Services $290,997
TOTAL $370,377
Geosyntec will not exceed the cost estimate without prior approval and written authorization
from SWDD.
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SCHEDULE
Geosyntec has prepared a schedule for the Project, which is included as Attachment 2. The
schedule, as presented, assumes a start date of 5 May 2008 and projects a Permit Modification
Application submittal to FDEP on 2 June 2008. Geosyntec has assumed that the required permit
will be obtained within three months of submission. Response to FDEP comments will be
performed during this three-month period. Therefore, it is anticipated that the permit for the
vertical expansion will be issued by 4 August 2008.
Geosyntec will proceed with Phase 3: Construction Procurement Services during the permit
review period and anticipates completion of the Construction Documents for procurement with
WMIF by 4 August 2008, with contract negotiation and award by 18 August 2008.
The placement of C&D debris on the slopes of Segment 1 by WMIF will continue without
interruption and will be completed by 1 September 2008. During this period, Geosyntec will
periodically monitor progress to ensure that the work progresses on schedule and in accordance
with the design grades. The on-site borrow pit preparation activities will commence on 4 August
2008, and is expected to be completed within 30 days. Thereafter, the borrow pit will commence
operation to supply material for the various construction components.
Construction of the vertical expansion and GCCS should start by September 2008 and be
completed by August 2009. For budgeting purposes, however, Geosyntec has assumed a six-
month construction period for on-site monitoring and testing activities. Construction
certification report and approval by FDEP should be completed by 30 September 2009.
Geosyntec recognizes the importance of the schedule for SWDD and their need to obtain the
required disposal capacity from the Class I landfill vertical expansion. Throughout the duration
of the Project, Geosyntec will work diligently to meet those milestones and the schedule
developed for the Project.
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CLOSURE
Geosyntec appreciates this opportunity to offer our services. If this proposal is acceptable,
please indicate your agreement by signing the attached work authorization, which references this
proposal. Please return one signed work authorization to Dr. Badu-Tweneboah's attention.
Please call either of the undersigned with questions you may have as you review this proposal.
Sincerely,
Kwasi Badu-Tweneboah, Ph.D., P.E.
Associate
Attachments
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ATTACHMENT 1
BUDGET ESTIMATE
Table 1
BUDGET ESTIMATE
DESIGN, PERMITTING & CONSTRUCTION SERVICES
INDIAN RIVER COUNTY CLASS I LANDFILL VERTICAL EXPANSION
PHASE 1: Proiect Management and McPtinac
ITEM
BASIS
RATE
QUANTITY
ESTIMATED
BUDGET
,Professional SeYvices , , �_, _ x: ^§
.0�_.
a. Principal
hr
$189�
$0
b. Associate
hr
$179
104
$18,616
c. Senior Project Engineer
hr
$158
0
$0
d. Project Engineer
hr
$125
64
$7,982
e. Engineer
hr
$109
0
$0
f. Senior Staff Engineer
hr
$97
24
$2,322
g. Staff Engineer
hr
$81
0
$0
Subtotal Professional Services
$28,920
rTecl►nic dmiaiistxatiye Setvi�e�s ' ;.
r >7�'
a. CADD Designer
hr
$115
0
$0
b. Senior CADD Operator
c. Drafter/CADD Operator
hr
hr
$ 113
$70
16
16
$1,845
$1,125
d. Technical/Administrative Assistant
hr
$79
44
$3,459
e. Technical Word Processor
hr
$80
1
0
$0
f. Clerical
hr
$48
80
$3,861
Subtotal Technical/Administrative Services
$10,290
00 .eaxrm,AM*
a. Lodging
day
$100
0
�-
"
$0
b. Per Diem
day
$21
0
$0
c. Communications Fee
3% labor
0.03
39,210
$1,176
d. CADD Computer System
hr
$15
32
$480
e. Vehicle Rental
day
$150
4
$600
f. 8.5"xl l" Photocopies
each
$0.12
200
$24
g. CADD Drawings
each 1
$31
30
$90
Subtotal Reimbursables
$2,370
`
Xt.07232MI-80057J1-80057_Vertical Expansion Budget.xls Geosyntec Consultants
Table 2
BUDGET ESTIMATE
DESIGN, PERMITTING & CONSTRUCTION SERVICES
INDIAN RIVER COUNTY CLASS I LANDFILL VERTICAL EXPANSION
PHASE 2. TASK 1: Engineerine Design
ITEM
BASIS
RATE QUANTITY
ESTIMATED
BUDGET
A: PrQfes iona];Services
;.: ,�* F �, "NON ON 1.
a. Principal
hr
$189
0
$0
b. Associate
hr
$179
8
$1,432
c. Senior Project Engineer
hr
$158
0
$0
d. Project Engineer
hr
$125
16
$1,996
e. Engineer
hr
$109
0
$0
f. Senior Staff Engineer
hr
$97
12
$1,161
g. Staff Engineer
hr
$81
0
$0
Subtotal Professional Services
$4,588
e � - d' ni �tive Serviees'�
�
a. CADD Designer
hr
$115
10
$1,153
b. Senior CADD Operator
hr
$113
0
$0
c. Drafter/CARD Operator
hr
$70
14
$984
d. Technical/Administrative Assistant
hr
$79
0
$0
e. Technical Word Processor
hr
$80
4
$321
f. Clerical
hr
$48
6
$290
Subtotal Technical/Administrative Services
$2,748
OK�Re ab s 5
a. Lodging
day
$100
0
$0
b. Per Diem
day
$21
0
$0
c. Communications Fee
3% labor
0.03
$7,337
$220
d. CADD Computer System
hr
S15
24
$360
e. Vehicle Rental
day
$150.00
0
$0
f. 8.5"x11" Photocopies
each
$0.12
500
$60
g. CADD Drawings
each
$3
50
$150
Subtotal Reimbursables
$790
. r$. 1�;7`�
"MOM* �
XL06230/JL70002/JL80057_Vertical Expansion Budget.xls Geosyntec Consultants
Table 3
BUDGET ESTIMATE
DESIGN, PERMITTING & CONSTRUCTION SERVICES
INDIAN RIVER COUNTY CLASS I LANDFILL VERTICAL EXPANSION
PHASE 2, TASK 2: Permit Annlication
ITEM
BASIS
RATE QUANTITY
ESTIMATED
BUDGET
k,
a. Principal
hr
$189 0
$0
b. Associate
hr
$179 4
$716
c. Senior Project Engineer
hr
$168 0
$0
d. Project Engineer
hr
$125 0
$0
e. Engineer
hr
$109 0
$0
f. Senior Staff Engineer
hr
$97 8
$774
g. Staff Engineer
hr
$81 0
$0
Subtotal Professional Services
$1,490
T C C
a. Site Manager/Construction Manager
hr
$95 0 $0
b. Senior Engineering Technician
hr
$71 0
$0
c. Engineering Technician
hr
$55 0
$0
d. Senior CADD Operator
hr
$113 0
$0
e. Drafter/CADD Operator
hr
$70 0
$0
f. Technical/Administrative Assistant
hr
$79 0
$0
g. Technical Word Processor
hr
1 $80 2
$161
h. Clerical
hr
1 $48 2
$97
Subtotal Technical/Administrative Services
$257
a. Lodging
day
$100 0
$0
b. Per Diem
day
$21 0
$0
c. Communications Fee
3% labor
0.03 $1,747
$52
d. CADD Computer System
hr
$15 0
$0
e. Vehicle Rental
day
$150.00 0
$0
f. 8.5"xl l" Photocopies
each
$0.12 100
$12
g. CADD Photocopies
each
$3 15
$45
Subtotal Reimbursables
$109
r TA ,ESTI I I B[JAG7'9T'4 .-PHA Ir lk 2,
XL06230/JL70002/JL80057_Vertical Expansion Budget.xls Geosyntec Consultants
Table 4
BUDGET ESTIMATE
DESIGN, PERMITTING & CONSTRUCTION SERVICES
INDIAN RIVER COUNTY CLASS I LANDFILL vERTICAL EXPANSION
PHASE 2. TASK 3: Response to Re2ulatory Comments
ITEM
IF -
BASIS
RATE
QUANTITY
ESTIMATED
BUDGET
a. Principal
hr
$189
0
$0
b. Associate
hr
$179
2
$358
c. Senior Project Engineer
hr
$158
0
$0
d. Project Engineer
hr
$125
0
$0
e. Engineer
hr
$109
0
$0
f Senior Staff Engineer
hr
$97
8
$774
g. Staff Engineer
hr
$81
0
$0
Subtotal Professional Services
$1,132
Of 3IRM
Z""w
411a�-"W-.J'""'� 7171qw 35541d'
a. Site Manager/Construction Manager
hr
$95
0
$0
b. Senior Engineering Technician
hr
$71
0
$0
c. Engineering Technician
hr
$55
0
$0
d. Senior CADD Operator
hr
$113
0
$0
e. Drafter/CADD Operator
hr
$70
0
$0
f Technical/Administrative Assistant
hr
$79
2
$157
g. Technical Word Processor
hr
$802
$161
h. Clerical
hr
$48 +
2
$97
Subtotal Technical/Administrative Services
$414
0 1 MI., R -K — mpA'374 Her
a. Lodging day $100 0 $0
b. Per Diem
day
$21
0
$0
c. Communications Fee
3% labor
0.03
$1,546
$46
d. CADD Computer System
hr
$15
0
$0
e. Vehicle Rental
Day
$150.00
1
$150
f 8.5"x11" Photocopies
each
$0.12
100
$12
g. CADD Photocopies
each.
$3
15
$45
Subtotal Reimbursables
$253
Vk#=77,:"�'777.77
ZIM-0,7
XL06230/JL70002/JL80057—VerticaI Expansion Budget.xls Geosyntec Consultants
Table 5
BUDGET ESTIMATE
DESIGN, PERMITTING & CONSTRUCTION SERVICES
INDIAN RIVER COUNTY CLASS I LANDFILL vERTICAL EXPANSION
PHASE 3, TASK 1: Construction Documents
ITEM
BASIS
RATE
QUANTITY
ESTIMATED
BUDGET
., Visional Services= . , .
a. Principal
hr
$189
2
$378
b. Associate
hr
$179
20
$3,580
c. Senior Project Engineer
hr
$158
0
$0
d. Project Engineer
hr
$125
30
$3,742
e. Engineer
hr 1
$109 1
0
$0
f. Senior Staff Engineer
hr
$97
40
$3,870
g. Staff Engineer
hr
$81
0
$0
Subtotal Professional Services
$11,569
lifstrati�seSei vices'
a. CADD Designer
hr
$115
24
$2,768
b. Senior CADD Operator
hr
$113
0
$0
c. Drafter/CADD Operator
hr
$70
40
$2,812
d. Technical/Administrative Assistant
hr
$79
0
$0
e. Technical Word Processor
hr
$80
6
$482
f. Clerical
hr
$48
4
$193
Subtotal Technical/Administrative Services
$6,255
sa`b�e
a. Lodging
day
$100
0
$0
b. Per Diem
day
$21
0
$0
c. Communications Fee
3% labor
0.03
$17,824
$535
d. CADD Computer System
hr
$15
64
$960
e. Vehicle Rental
day
$150.00
0
$0
f. 8.5"x11" Photocopies
each
$0.12
600
$72
g. CADD Drawings
each
$3
40
$120
Subtotal Reimbursables
$1,687
XL06230/JL70002/JL80057_Vertical Expansion Budget.xis Geosyntec Consultants
Table 6
BUDGET ESTIMATE
DESIGN, PERMITTING & CONSTRUCTION SERVICES
INDIAN RIVER COUNTY CLASS I LANDFILL VERTICAL EXPANSION
PHASE 3 TASK 2: Construction Cost Estimate
ITEM
IF -
BASIS
RATE
QUANTITY
ESTIMATED
BUDGET
r'.$' -m d*'t`r .d , L '2�`
Professional Services .. S "�
hh
Cz"s`7'`
,. , <. _.
a. Principal
hr
$189
0
$0
b. Associate
hr
$179
4
$716
c. Senior Project Engineer
hr
$158
0
$0
d. Project Engineer
hr
$125
8
$998
e. Engineer
hr
$109
0
$0
f. Senior Staff Engineer
hr
$97
16
$1,548
g. Staff Engineer
hr
$81
0
$0
Subtotal Professional Services
$3,262
a. CADD Designer
hr
$115
0
$0
b. Senior CADD Operator
hr
$113
20
$2,262
c. Drafter/CADD Operator
hr
$70
0
$0
d. Technical/Administrative Assistant
hr
$79
0
$0
e. Technical Word Processor
hr
$80
6
$482
f. Clerical
hr
$48
0
$0
Subtotal Technical/Administrative Services
$2,744
C1�Reimbnrsabes
a. Lodging
day
$100
0
$0
b. Per Diem
day
$30
0
$0
c. Communications Fee
3% labor
0.03
$6,005
$180
d. CADD Computer System
hr
$15
20
$300
e. Vehicle Rental
day
$150.00
0
$0
f. 8.5"x11" Photocopies
each
$0.12
20
$2
g. CADD Drawings
each
$3
6
$18
Subtotal Reimbursables
$501
v s<OTAI ESTIIVIAET1BrtJDGE I`TASl
9 �`� � „'$6
XL06230/JL70002/JL80057_Vertical Expansion Budget.xls Geosyntec Consultants
Table 7
BUDGET ESTIMATE
DESIGN, PERMITTING & CONSTRUCTION SERVICES
INDIAN RIVER COUNTY CLASS I LANDFILL VERTICAL EXPANSION
PHASE 4. TASK l: Field COA Services
ITEM
IF -
BASIS
RATE
QUANTITY
ESTIMATED
BUDGET
Profess�onalSre c,;t
?
a. Principal
hr
$189
0
$0
b. Associate
hr
$179
24
$4,296
c. Senior Project Engineer
hr
$158
0
$0
d. Project Engineer
hr
$125
36
$4,490
e. Engineer
hr
$109
0
$0
f. Senior Staff Engineer
hr
$97
60
$5,804
g. Staff Engineer
hr
$68
0
$0
81.37 fessional Services
$14,590
a. Site Manager/Construction Manager
hr
$95 1,200 $114,240
b. Senior Engineering Technician
hr
$71
200
$14,272
c. Engineering Technician
hr
$55
100
$5,492
d. Senior CADD Operator
hr
$113
0
$0
e. Drafter/CADD Operator
hr
$70
24
$1,687
f. Technical/Administrative Assistant
hr
$79
0
$0
g. Technical Word Processor
hr
$80
0
$0
h. Clerical
hr
$48
24
$1,158
Subtotal Technical/Administrative Services
$136,850
" Reimbnxsable.
u.,:..
fl . . r.>.`
a. Lodging
day
$100
215
$21,500
b. Per Diem
day
$21
215
$4,515
c. Communications Fee
3% labor
0.03
$151,440
$4,543
d. CADD Computer System
hr
$15
24
$360
e. Geotechnical Lab Testing
est
$5,000
1
$5,000
f. Geosynthetics Lab Testing
est
$7,500
1
$7,500
g. Vehicle Rental
week
$400.00
32
$12,800
h. Computer, Data Collectors, Camera
week
$25.00 1
32
$800
i. Nuclear Density Gauge
week
$125.00
6
$750
j. Consumables
week
$75.00
6
$450
k. 8.5'x11" Photocopies
each
$0.12
600
$72
1. CADD Photocopies
each
$3
50
$150
Subtotal Reimbursables
$58,440
� <� �QT'SES,��Il1%IAEb,�BiJA�GIl'l�wP1�AS�4nT'ASKals, ��` $2Q9`$80��„�;M
XL06230/JL70002/JL80057_Vertical Expansion Budget.xls Geosyntec Consultants
Table 8
BUDGET ESTIMATE
DESIGN, PERMITTING & CONSTRUCTION SERVICES
INDIAN RIVER COUNTY CLASS I LANDFILL VERTICAL EXPANSION
PHASE 4, TASK 2: Construction Management
ITEM
BASIS
RATE
QUANTITY
ESTIMATED
BUDGET
a. Principal
hr
$189
0
$0
b. Associate
hr
$179
120
$21,480
c. Senior Project Engineer
hr
$158
0
$0
d. Project Engineer
hr
$125
100
$12,472
e. Engineer
hr
$109
0
$0
f. Senior Staff Engineer
hr
$97
80
$7,739
g. Staff Engineer
hr
$81
0
$0
Subtotal Professional Services
$41,691
eServlxs��� "
a. ,'
NOW
a. Site Manager/Construction Manager
hr
$95
0
$0
b. Senior Engineering Technician
hr
$71
0
$0
c. Engineering Technician
hr
1 $55
0
$0
d. Senior CADD Operator
hr
$113
30
$3,393
e. Drafter/CARD Operator
hr
$70
0
$0
f. Technical/Administrative Assistant
hr
$79
6
$472
g. Technical Word Processor
hr
$80
8
$642
h. Clerical
hr
$48
6
$290
Subtotal Technical/Administrative Services
$4,797
a. Lodging
day
$100
0
$0
b. Per Diem
day
$21
0
$0
c. Communications Fee
3% labor
0.03
$46,488
$1,395
d. CADD Computer System
hr
$15
100
$1,500
e. Vehicle Rental
day
$150.00
30
$4,500
f. 8.5"x11" Photocopies
each
$0.12
200
$24
g. CADD Photocopies
each
$3
50
$150
Subtotal Reimbursables
$7,569
TOTi:,.,ESI1ViATED BUDGETi.HsASr9`. '
XL06230/JL70002/JL80057_Vertical Expansion Budget.xls Geosyntec Consultants
Table 9
BUDGET ESTIMATE
DESIGN, PERMITTING & CONSTRUCTION SERVICES
INDIAN RIVER COUNTY CLASS I LANDFILL VERTICAL EXPANSION
PHASE 4. TASK 3: Resident Endneerine
ITEM
IF -
BASIS
RATE
QUANTITY
ESTIMATED
BUDGET
of s yei vice
a. Principal
hr
$185
4
$740
b. Associate
hr
$160
40
$6,400
c. Senior Project Engineer
hr
$142
0
$0
d. Project Engineer
hr
$109
40
$4,349
e. Engineer
hr
$89
0
$0
f. Senior Staff Engineer
hr
$82
60
$4,894
g. Staff Engineer
hr
$68
0
$0
Subtotal Professional Services
$16,383
w=0 In M-1 1150
a. Site Manager/Construction Manager hr
$81
16
$1,299
b. Senior Engineering Technician
hr
$60
0
$0
c. Engineering Technician
hr
$47
0
$0
d. Senior CADD Operator
hr
$91
50
$4,548
e. Drafter/CADD Operator
hr
$54
30
$1,620
f. Technical/Administrative Assistant
hr
$70
6
$421
g. Technical Word Processor
hr
$66
8
$527
h. Clerical
hr
$42
8
$338
Subtotal Technical/Administrative Services
$7,454
$�"N .:
a. Lodging day
r ..q.
$100
.
0
.
$0
b. Per Diem
day
$21
0
$0
c. Communications Fee
3% labor
0.03
$23,837
$715
d. CADD Computer System
hr 1
$15
100
$1,500
e. Vehicle Rental
day
$150.00
4
$600
f. 8.5"x11" Photocopies
each
$0.12
900
$108
g. CADD Photocopies
each
$3
100
$300
Subtotal Reimbursables
$3,223
x + .?arc-,,t�w.w
.TO'TAL'EST11tiI5ATED'-BUDGE ��..>'I3AS .,4�.�
2
XL06230/JL70002/JL80057_Vertical Expansion Budget.xls Geosyntec Consultants
ATTACHMENT 2
SCHEDULE