HomeMy WebLinkAboutRES.1885.05-05-2003 *
BILL NO. 03-71 RESOLUTION NO. ���
A RESOLUTION AUTHORIZING THE CITY MANAGER TO
ACCEPT A PROPOSAL FROM BROTCKE WELL AND PUMP,
INC. , TO PERFORM A HYDROLOGIC ENGINEERING
INVESTIGATION IN THE CITY OF CAPE GIRARDEAU,
MISSOURI, AND TO EXECUTE ALL NECESSARY
CONTRACT DOCUMENTS
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF CAPE
GIRARDEAU, MISSOURI , AS FOLLOWS :
ARTICLE 1 . The City Manager, for and on behalf of the City
of Cape Girardeau, Missouri, is hereby authorized to accept a
proposal from Brotcke Well and Pump, Inc. , to perform a
hydrologic engineering investigation in the City of Cape
Girardeau, Missouri, and to execute all necessary contract
documents . A copy of said Proposal is attached to this
Resolution and made a part hereof .
�
PASSED AND ADOPTED THIS �� 1 DAY OF , 20 3 .
�
Jay . Knudtson, Mayor
ATTEST: �
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Gayle;Z. Conrad, City Clerk ��
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CONTRACT AGREEMENT
THIS AGREEMENT,made and entered into this (r,it� day of 1 y�-y,�, ,2003,by and
between the City of Cape Girardeau, Missouri,hereinafter call the Ownex�'and roB tcke Well &
Pump, Inc_, a Missouri Corporation, and hereinafter called the Contractor.
WITNESSETH:
WHEREAS, Owner is desirous of obtaining a Hydrologic Engineering Evaluation for the
development of a ten million gallon per day raw water well field; and
WHEREAS, Contractor is qualified and experienced to perform the Hydrologic Engineering
Evaluation; and
WHEREAS, Contractor has submitted to Owner a Proposal dated March 28, 2003, to perform
the Hydrologic Engineering Evaluation, which said Proposal consists of the following pages, and
collectively is referred to hereafter as the"Proposal".
1. Transmittal letter to Douglas K. Leslie dated March 28, 2003
2.-3. Technical Proposal
4. Cost Estimate
5.-6. Cost Proposal
7. Figure 1
8. Figure 2
which said Proposal is attached hereto as Exhibit A; and
WHEREAS, Owner is desirous of accepting the Proposal and entering into this Contract
Agreement with Contractor;
NOW, THEREFORE, in consideration of the compensation to be paid to the Contractor and of
the mutual agreements herein contained, the parties have agreed and hereby agree,the Owner for
itself, and its successors, and the Contractor for itself and its successors and assigns, as follow:
ARTICLE I. That the Contractor shall furnish, at its cost and expense, all tools, equipment,
� - supplies, superintendence,transportation, and other construction accessories, services and "
facilities; furnish all materials, supplies and equipment specified and required to be incorporated
in and from a permanent part of the completed work; and provide and perform all necessary
labor in a good, substantial, and workmanlike manner to construct and complete the Hydrologic
Engineering Evaluation as designed, described and required by the Proposal, all of which
contract documents form this Agreement, and are as fully a part thereof as if repeated verbatim
herein, all work to be done to the satisfaction of the Owner.
ARTICLE II. That the Owner will pay the Contractor for the performance of this Agreement, in
current funds, subject to additions and deductions as provided for in the Contract Documents,the
prices and charges set forth in the Cost Proposal of Exhibit A,the aggregate total of which shall
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not exceed the sum of Two Hundred Thirty Eight Thousand Seven Hundred Fifty Dollars
($238,750.00). Said payment to be made within thirty(30) days following Contractor's
submission of each invoice for the work on a monthly basis.
ARTICLE III. Contractor shall provide and keep in full force and effect throughout the
performance of this Agreement the insurance coverages set forth in Exhibit B attached hereto.
ARTICLE IV. That the Contractor shall not sublet, sell, transfer, assign, or otherwise dispose of
this Agreement or any portion thereof without the prior written consent of the Owner. In case
such consent is given, the Contractor shall be permitted to sublet a portion thereof,but shall
perform with his own organization,work amounting to not less than fifty(50)percent of the total
contract amount. No subcontractors, or transfer of contract, shall release the Contractor of its
liability under this Agreement.
ARTICLE V. That the Contractor will commence work within ten(10) days after receiving
written Notice to Proceed from the Owner.
ARTICLE VI. Each and every provision of law and clause required by law to be inserted in this
contract shall be deemed to be inserted herein and the contract shall be read and enforced as
though it were included therein, and if through mistake or otherwise any such provision is not
inserted, or is not correct inserted, then upon the application of either party the contract shall
forthwith be physically amended to make such insertion or correction.
T CITY O CAPE GIRARDEAU,
ISSO
Owne
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In�;i�M�r � �'� �v�;i��,-. ('i t�.��i�; �,�..�,x r (TITLE)
ATTEST: . ` �"
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BROTCKE WELL&PUMP, INC.
B /
aul Brotcke, President
(Contractor)
ATTEST:
Jacklyn Brotcke, Secretary
� ' " 3 (TITLE)
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Qrotcke Ulell �t Pum�
March 28, 2003
Mr.Douglas K. Leslie
City of Cape Girardeau
401 Independence Street
Cape Girardeau,Missouri 63702
RE: Proposal to perform Hydrologic Engineering Investigation
Property: Mississippi River Flood Plain
Dear Mr. Leslie:
Brotcke Well&Pump is pleased to present the City of Cape Girardeau with the enclosed proposal. We
propose to perform a Hydrologic Engineering Investigation for the development of a 10 million gallon per
day(MGD)raw water well field. The investigation would be performed with Brotcke Well&Pump's
team of highly qualified and experienced team of professional engineers, geological project managers and
field superintendents.
We sincerely appreciated the opporhznity to submit this proposal and look forwazd to working with the
City of Cape Girardeau on this most interesting project.
If you have any questions,please feel free to contact me.
Very truly yours,
BROTCKE WELL&PUMP INC.
; .
t _ �
Paul Brotcke,P.E.
President
Enclosures
PB/cb
G:�DIR�Paul�Letters03\CapeGirazdeau-I.eslie 03-25.doc
1
Brotcke Well & Pump Inc.
Water Supply Services • Geo/Environmental Drilling
750 Merus Court • P.O. Box 1168 • Fenton, Missouri 63026 • (636)343-3029 • 800-969-3029
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13rotcke U�ell St Pump
TECHNICAL PROPOSAL
Brotcke Well & Pump Inc. is submitting a proposal to perform a Hydrologic Engineering
Investigation. The purpose of the study is to show the aquifer in the study area has the capability of
10 MGD safe yield. The proposed study area is located northeast of the Cape Rock Water Treatment
Plant. The 1000-acre site is known as the Koch and Heise property in the Mississippi River flood
plains. Presented on Figures 1 and 2 are site maps showing the area.
Five test holes have been performed in the study area. During drilling, soil samples were obtained
during performance of The Standard Penetration Test. Representative samples were selected for
gradation testing. The results of this preliminary work have been submitted.
Preliminary analyses show the formation is conducive to a development of a 10-MGD well field.
The well depth, saturated thickness, relative density and grain size analysis all point towards an
aquifer that has the desired capabilities.
The Hydrologic Engineering Study will be conducted in a multi-phase approach. Presented below is
an outline of this phase.
Phase I Test Boring Program
Phase II Laboratory Sieve Analysis
Phase III Construction of Two Test Pumping Wells
Phase IV Pump Testing
Phase V Model Study, Engineering Analysis and Report
At the completion of each phase of study, a preliminary report will be submitted with
recommendations on modification to the next phase of the study, if any.
Phase I Test Boring Program
Ten additional test holes will be constructed in the 1000-acre study area. The location of each will
be as agreed on by the Land Owners, City, and Brotcke Well&Pump. Shown on Figure 1 are the
locations of the proposed and existing test holes. Location of the ten holes could be changed
depending on the subsurface conditions encountered.
Formation samples will be obtained during the performance of the standard penetration test. PVC
piezometers will be installed in each boring. The soil samples and drillers log will be retumed to the
laboratory for gradation testing and editing.
Phase II Laboratory Sieve Analysis
Two test pumping wells will be constructed. The location of the wells will be selected based on the
stratigraphy and consultation with the City and Land Owners. Optimally the wells should be located
at the extremes of the proposed well field. This will allow interpolation of hydrologic engineering
2
. � data,rather than extrapolation.
Municipal well design standards will be used for the well construction. Forty-eight inch steel casing
will be cemented in the borehole to greater than twenty feet below grade. This casing will stabilize
the borehole and provide a foundation for an elevated platform when the wells are completed.
A nomina148-inch borehole will be drilled to underlying bedrock by the reverse circulation drilling
method. Forty feet of stainless stee124-inch diameter well screen will be placed in the borehole and
steel casing to the surface. A select gravel pack will be placed in the annular area and a bentonite
seal on the gravel pack.
Phase III Construction of Two Test Pumping Wells
Three additional piezometers will be installed for each of the test pumping wells. They will be
located to define the cone of influence in the vicinity of each well.
Phase IV Pump Testing
To aid in the collection of water levels,automatic water land recorders will be installed in several of
the wells. Other wells will be observed with electronic water level instruments.
Three pump tests are planned, they are:
1. Seven-day pump test on the first well.
Projected pumping rate—2000 GPM
2. Twenty-four hour pump test on second well.
Projected pumping rate—2000 GPM
3. Seven-day pump test with both wells operating at 2000 GPM or combined rate of
5.76 MGD.
Phase V Model Study,Engineering Analysis and Report
All data will be compiled,reduced to usable form and used to develop a computer model of the 1000
area site. The model will be a useful tool to predict aquifer-pumping levels at various water levels
and pumping conditions.
A hydrologic engineering report will be submitted summarizing all field,laboratory,and pump test
data. The following engineering parameters of the aquifer and projected drawdowns will be
enclosed.
• Hydrologic Conductivity
• Transmissivity
• Coefficient of Storativity
• Well Spacing Recommendation
• Drawdown and well interference at various river levels at Maximum Flow.
3
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Qrotcke UJell St Pum�
COST PROPOSAL
Brotcke Well&Pump Inc.proposes to perform the Hydrologic Engineering Investigation on a
time and material basis. Our professional staff will be invoiced at unit rates and field personnel
and materials at cost plus 15 percent. Equipment will be charged at unit rates listed below.
Unit Rates
Professional staff
Hydro Geologist Per hour....................................................$75.00
Field Staff
Field Supervisor Per hour....................................................$55.42
Superintendent Regular time per hour...............................$35.44
Overtime per hour.....................................$48.09
Laborer Regular time per hour...............................$28.59
Overtime per hour.....................................$38.94
Shop(labor&all equipment) Per hour....................................................$45.00
Per Diem(days out of town) Meal money..............................................$20.70
Hotel Charges..............................Cost plus 15%
Sieve Testing Each..........................................................$75.00
Equipment*
Crane Hydraulic Boom Truck Per day....................................................$580.00
Smeal R-12 Per day....................................................$550.00
Service Truck(including all hand tools) Per hour....................................................$37.40
CME Drill Rig(test drill rig) Per day....................................................5400.00
Portadrill(reverse circularion drill rig) Per day....................................................�500.00
Trailers(10 Ton) Per day......................................................$60.00
Generator 140 kW Per day....................................................$280.00
Generator 15 kW Per day......................................................$60.00
Air Compressor 1300 cfm Per day....................................................5316.00
Air Compressor 100 cfm Per day......................................................$70.00
RentalEquipment...................................................................................................Cost plus 15%
Materials...........................................................................................................................Cost plus 15%
Freight..............................................................................................................................Cost plus 15%
*All day charges are for 10 hour work days,all hours over 10 hours are pro-rated at day rate,e.g.Portadrill @
$50.00 per hour.
4
Cost Estimate
Based on the Technical Approach outlined in Section II, the following cost estimate is presented.
Test Drilling- 16 test holes
Labor(two workpersons) 18 days @ 8 hours @ $64.03/hr..............................$9,220.32
Overtime 18 days @ 2 hours @$87.03/hr......... $3,133.08
Equipment .....................
CME Drill Rig 18 days @$400.00/day...........................................$7,200.00
Service Truck 180 hours @$37.40/hr............................................$6,732.00
Sieve testing 25 @$75.00%ach....................................................$1,875.00
Piezometers(materials estimate)....................................................................................
$2,484.00
$33,884.40
Test Well Construction(two wells to an average depth of 100 feet)
Labor(four work persons) 15 days @ 8 hours
Overtime @$148.04/hr..........................$17,764.80
15 days @ 2 hours @$181.39/hr..........................$10,883.40
Equipment
Portadrill 15 days @$500.00..................................................$7,500.00
Crane 15 days @$580.00..................................................$8,700.00
Trailer 15 days @$60.00.......................................................$900.00
Service Truck 15 days,two trucks
12 hours/day @$37.40/hr.....................................$13,464.00
Generator 15 days @$280.00..................................................$4,200.00
Per Diem 15 days,4 men @$90.00/day/man
.........................$5,400.00
Materials(estimated) 2 well @ $17,972.00/well...............................
......$35,944.00
$104,756.20
Pump Testing(Fifteen days pump testing plus 4 days to remove and install pump)
Labor(34 12-hour shifts)
(Two workmen) 34 shifts @ 8 hours @ $64.03...............................
18 shifts @ $87 03 $17,416.16
4 hours @ ...............................$11,836.08
Per Diem 19 da s 2 men @
Y @ $90.00/day..............................$3,420.00
Equipment
Crane 6 days @$580.00/da
Generator y.............................................$3,480.00
� 15 days @$280.00/day...........................................$4,200.00
Generator 2 7 days @ $280.00/da
Backhoey............................................. $1,960.00
(rental, estimate)......................................................$2,000.00
Trailers 2@ 15 days @$ 60.00/day
....................................$1,800.00
544,312.24
5
1
Professional Ezpenses
Geologist(installation and calibration of pressure transducers,reduction of data,analysis and
preparation of final report.)
200 hours @$ 75.00.............................................$15,000.00
Expenses Cost plus 15%
Estimated ......................................................$1,000.00
$16,000.00
Estimated Total....................................$198,952.84
Prevailing wage rates have not been assumed. Additionally,we have not included performance
and payment bonds or computer modeling.
WE did not include a three-dimensional data visualization computer model since we are pumping
the proposed test well at 5.76 MGD for seven days at a location near test holes 3 and 5. We
should have enough data to derive groundwater flow in the surrounding well area.
If extensive data is required with regard to time related capture zones or if the well field is moved
near the bluffs so that there may be some significant Influences from nearby hydrologic features
and processes,then the model could be useful.
A complete model study with Visual ModFlow soflware could be in the order of�15,000 to
$20,000.
6
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Legend: � � --- --� FIGURE 2:
o Completed Test Holes City of Cape Girardeau
� Proposed Test Holes
Hydrologicai Engineering Study
� Proposed Test Well �-��� Koch & Heise Properties
_ Cape Giradeau, Missoun
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n�oovec� THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
N E C INSURANCE INC ONLY AND CONFERS NO RIOHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFlCATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW.
P O BOX 537 COMPANIES AFFORDING COVERAGE
PACIFIC MO 63069 �p�Ny
A BITUMINOUS INSURANCE COMPANIES
wue�n COAAPANY
BROTCKE WELL & PUMP INC e
PO BOX 1168 �cP�
FENTON MO 63026 �,u„�
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.. TFIIS•kS.TO.CERTIFY THATTHE POLICIES•OF WSURAN��E�L �TED.BEL•.•��NAY..�
C IS OW E BEEN.ISSUED TO•THE.INSURED�NAMED ABOVE.FOR•THE POLICY•PERIOD'�.
INDICATED,NOTWffHSTANDING ANY REOUIREMENT,TERM OR CONORION OF ANY CONTRACT OR OTFIER DOCUMENT WfTH RESPECT TO WNICH THIS
CERTIFICATE MAY BE I&SUED OR MAY PERTAIN,TNE INSURANCE AFFOROED BY THE POLICIES DESCRIBED NEREkd�SUBJECT TO AlL TME TERMS,
IXCLUSIONS AND CONDffqNS OF SUCH POLICIES.LIMRS SH04YN MAY W1VE BEEN REDUCED BY PAID CLAIM&.
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CITY OF CAPE GIRARDEAU IS NAMED AS ADDITIONAL INSURED FOR GENERAL LIABILITY
WITH RESPECT TO WORK COMPLETED BY NAMED INSURED ONLY
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