HomeMy Public PortalAboutORD14188 • BILL NO. 2006-166
SPONSORED BY COUNCILMAN ry
/ Ber
ORDINANCE NO. f T1 D
AN ORDINANCE OF THE CITY OF JEFFERSON, MISSOURI, AUTHORIZING THE
MAYOR AND CITY CLERK TO EXECUTE AN AGREEMENT WITH CRAWFORD,
MURPHY & TILLY, INC. FOR ALGOA - E. MOREAU PUMP STATION DESIGN
SERVICES.
WHEREAS, Crawford, Murphy & Tilly, Inc. has been selected as the firm best qualified
to provide professional services related to the Algoa - E. Moreau Pump
Station Design Services project;
NOW, THEREFORE, BE IT ENACTED BY THE COUNCIL OF THE CITY OF
JEFFERSON, MISSOURI, AS FOLLOWS:
Section 1. Crawford, Murphy & Tilly, Inc. is hereby approved as the best qualified
firm to provide professional services and its proposal is hereby accepted.
Section 2.The Mayor and City Clerk are hereby authorized to execute an agreement
• with Crawford, Murphy & Tilly, Inc. for Algoa - E. Moreau Pump Station Design Services.
Section 3. The agreement shall be substantially the same in form and content as
that agreement attached hereto as Exhibit A.
Section 4. This Ordinance shall be in full force and effect from and after the date
of its passage and approval.
Passed:/��J 22201 l(o_ ��� Approved
Presiding Officer Mayor
ATTEST: APP V D S TO FORM:
ity CI City 6oAselor
• • •
CRAWFORD MURPHY&TILLY,INC.CONSULTING ENGINEERS P By RA
EXHIBIT"A" ATTACHMENT A.2:2007 PROFESSIONAL SERVICES COST ESTIMATE DATE 03/22107
CLIENT: City of Jefferson,MO
PROJECT DESCRIPTION:Algoa East Moreau Pump Station-Prellminmy Design Services rvd TPT
CMT PROJECT NUMBER: 07446-01-00 DATE 03/29/07
4f
x TASKS \ CLASSIFICATIONS
CURRENT YEAR 2007 HOURLY RATES 160 155 $125 silo $105 100 85 70 95 STO 55 50 1 TOTAL
1 Gather and review eldsdn information 2 2
2 Site visit by Project Manager 8 8
3 Evaluate hydraulics,pumps,wet well&force main sizes 2 6 8 16
4 Prepare a relimina engineering report 2 4 4 2 12
5 Coordinate with surveyor and plot&review survey info 2 4 2 e
6 Review utility&bdd a design information provided by City 6 6
71 Perform preliminary site layout&access road design 1 8 4 8 21
81 Perform preliminary pump station mechanical design 1 2 8 8 8 27
91 Perform preliminary pump station&building structural design 1 4 16 6 29
101 Perrorm preliminary pump station electical&controls design 1 8 16 8 12 45
11 Perform pWiminary force main design 1 6 12 8 27
12 Perform pre limina rev' sewer design 1 4 8 8 21
13 Pre re prellmirory specifications 1 4 6 6 1 6 23
14 Prepare preliminary cost estimate 1 4 6 2 2 15
15 Submit pmlbnlnary design and hold teleconference review 4 6 4 1 15
TOTAL MAN HOURS 16 74 .46 64 44 1 20 1 275
SUBTOTAL- BASE LABOR EFFORT $2480 $9,250 $5,060 $5,440 1 $4,180 1 $1,40D 1 $28,360
TOTAL DIRECT EXPENSE&REIMBURSABLES
TASKS(CONTINUED) LABOR TRAVEL MEALS& PRINTING EQUIP- MISC SURVEY SUBS OTHER OTHER OTHER TOTAL TOTAL
EFFORT MILEAGE LODGING MENT MTL EXP EXP EXP EXPENSE FEE
1 Gather and review wdsfina Information 250 50
2 Site visit by Project Manager $1,D00 $1,000
3 Evaluate hydraulics.pumps,wet well&force main sizes $1.740 $1.740
4 Pmpam a preliminary angineedno report $1.290 $1 290
5 Coordinate with surveyor and plat&review survey info $780 780
6 Review utft&bridge design Information PnNWed by d $750 $750
7 Perform preliminary she la &access road design $2,255
8 Perform liming m statlon mechanical deal n 725 $2.725
9 Perforn prolimhvy pump station&building structural des n $2,975 S2 975
10 Perform re0m um station electrical&controls design 435 $4 435
11 Perlbrn liming force main d ' n 685 2 685
12 Perforn preliminary re sewer desi $2,D95 095
13 Pre preliminary specifications $2,125 2 125
14 Prepare relimina cost estimate 1455 1 455
15 Submit orellminary design and hold teleconference review $1,8W $1.800
TOTALS $28360 $28,360
TiME PERIOD OF PROJECT 2007 2008 2009 2010 TOTAL EST%OF OT HRS INCLUDED ABOVE 5% MULTI-YEAR+OT
PERCENTAGE OF WORK TO BE PERFORMED BY YEAR 100% 100% AVERAGE OVERTIME RATE PREMIUM 20% MLTPLR&AMT
WEIGHTING FACTOR FOR 4%ANNUAL ADJUSTMENT 1.0000 1.0000 OT ADJUSTMENTFACTOR 0.0100 1.0100 $280
ESTIMATED CONTINGENCY 5% $1,43D
ROUNDING
TOTAL FEE MATH CROSS CHECK IS OK $30,070
2007 Ena_F8R EsLPf0IIR deai9nxla TAB:ESTIMATE OF ENGINEERING FEE 1 OF 1 3122/2007 4:12 PM
CRAWFORD MURPHY&TILLY,INC.CONSULTING ENGINEERS Prop By
RA
EXHIBIT"A"ATTACHMENT A-3:2007 PROFESSIONAL SERVICES COST ESTIMATE DATE 0322/07
CLIENT: City of Jefferson,MO
PROJECT DESCRIPTION:Algoa East Moreau Pump Station-Final Daslgn Services Apprvd TPT
CMT PROJECT NUMBER: 07446-01-00 DATE 0322!07
��j
Y TASKS \ CLASSIFICATIONS A��Ci �F� ,y� (,+� '��4Q AS(� ry0'146 � 'Sb
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Olp
CURRENT YEAR 2007 HOURLY RATES 16D $155 125 110 105 $100 $85 $70 $95 70 55 50 TOTAL
1 Site visit for field check of preliminary design 8 8
2 Coordination with City&utility for electrical service info 3 3
3 Final site lavovt&access road desian&detailing 4 4 4 12
4 Final pump station mechanical desicin&detailing 1 6 6 8 21
5 Final pump station&bwVirm structural design&detailing 2 12 8 22
61 Final Dump station electrical&controls desi n&detailing 4 8 6 8 26
7 Final force main des n&detaflina 3 6 6 17
8 Final gravity sewer des' n&detailing 2 6 6 14
9 Final specifications 4 6 6 6 22
10 Final cost estimate 4 6 2 2 14
11 Quality Control Review of Final Documents 8 2 2 12
12 bmlt final plans,specs,cost estimate and bid items for review 6 4 1 11
13 Revisions to documents based on review comments 1 2 4 1 8
14
15
TOTAL MAN HOURS 9 46 32 42 36 16 10 190
SUBTOTAL- BASE LABOR EFFORT 1 395 625 $3,520 $3,570 $3,42D $1,120 $500 $19,150
TOTAL DIRECT EXPENSE&RMSURSAi'LF.S
TASKS(CONTINUED) LABOR TRAVEL MEALS& PRINTING EQUIP- MISC SURVEY SUBS OTHER OTHER OTHER TOTAL TOTAL
EFFORT MILEAGE LODGING MENT MTL EXP EXP EXP EXPENSE FEE
1 Site visit for field check of relimina d 1000 $1,000
2 Coordination with City&uffifty for electrical servkm info 75 $375
3 Final site layout&access road des &detairing $1.220 $1,220
4 Final pump station mechanical design&detailing 055 1 2.055
5 Final pump station&building structural desip&detailing $2,130 130
6 Final Pump station electrical&conbots design&detallina $2,450 $2,450
7 Final force main deal n&detalli $11'M $1,6325
B Final aravity sewer design&detallirm $1,330 $1,330
9 Flinal specifications $1,970 $1,970
10 Final coat estimate $1,300 $1.300
11 Quality Control Review of Final Documents $1,680 1 880
12 iubmft final plans,s o0st estimate and bid items for revie $1,180 $1,180
13 Revisions to documents based on review comments $835 835
14
15
TOTALS $19,150 $19,150
TIME PERIOD OF PROJECT 2007 2008 2009 2010 TOTAL I EST%OF OT HRS INCLUDED ABOVE 5% MULTI-YEAR+OT
PERCENTAGE OF WORK TO BE PERFORMED BY YEAR 100% 100% AVERAGE OVERTIME RATE PREMIUM 1 20% MLTPtR&AMT
WEIGHTING FACTOR FOR 4%ANNUAL ADJUSTMENT 1.0000 1.0000 OT ADJUSTMENTFACTOR O.o100 1.01 DO $190
ESTIMATED CONTINGENCY 5% 970
ROUNDING
L. TOTAL FEE MATH CROSS CHECK IS OK $20,310
20x7 E%I_Fee Esl_Fina1 designate TAB;ESTIMATE OF ENGINEERING FEE 1 OF 1 312/2007 4:13 PM
F RA• •
CRAWFORD MURPHY&TILLY,INC.CONSULTING ENGINEERS Prop BY I
EXHIBIT"A° ATTACHMENT A-4:200T PROFESSIONAL SERVICES COST ESTIMATE DATE 03122/07
CLIENT: City of Jefferson,MO
PROJECT DESCRIPTION:Algoa East Moreau Pump Station-Bldding Phase Services_ Apprvd TPT
CMT PROJECT NUMBER: 07448-01.00 1 DATE 0
i �
A� AF q�c� sy ,�y
TASKS N CLASSIFICATIONS
k4
Fyc/ � �c
OFF
y ,
CURRENT 2007 HOURLY RATES 6 55 1 $110 105 100 85 70 95 70 55 50 TOTAL
1 Answer contactor questions and Issue bid addenda a 4 4 4 20
2 Attend assist and document one pro-bid meeting 8 2 10
3
4
5
6
I 7
e
9
10
11
12
13
14
15
TOTAL MAN HOURS 16 1 4 4 6 30
SUBTOTAL- BASE LABOR EFFORT $2.000 1 1 $340 $380 $300 $3,020
TOTAL DIRECT EXPENSE A REtMBURSABLES
TASKS(CONTINUED) LABOR TRAVEL MEALS& PRINTING EQUIP- MISC SURVEY SUBS OTHER OTHER OTHER TOTAL TOTAL
EFFORT MILEAGE LODGING MENT MTL EXP EXP EXP EXPENSE FEE
1 Anwavr contactor questions and issue bid addenda $1,920 $1,920
2 Attend assist and document one re-bid meatine $1,100 140 140 $_1240
3
4
5
6
7
ti
9
10
11
12
13
14
15
TOTALS $3020 $140 $140 $3,160
TIME PERIOD OF PROJECT 2007 2008 2009 2010 TOTAL EST%OF OT HRS INCLUDED ABOVE 5% MULTI-YEAR+OT
PERCENTAGE OF WORK TO BE PERFORMED BY YEAR 100% 100% AVERAGE OVERTIME RATE PREMIUM 20% MLTPLR a AMT
WEIGHTING FACTOR FOR 4%ANNUAL ADJUSTMENT 1.0000 1.0000 OTADJUSTMENTFACTOR 0.0100 1.0100 j $30
ESTIMATED CONTINGENCY 5% 1 $160
ROUNDING
TOTAL FEE MATH CROSS CHECK IS OK 3 350
2007 En(LFee Eet_BizI to—SwA esids TAB:ESTIMATE OF ENGINEERING FEE 1 OF 1 3122/2007 4:53 PM
CRAWFORD MURPHY&TILLY,INC.CONSULTING ENGINEERS P-p By RA
EXHIBIT"A" ATTACHMENT AS:2007 PROFESSIONAL SERVICES COST ESTIMATE DATE 03/22/07
CLIENT: City of Jefferson,MO
PROJECT DESCRIPTION: Algon Fast Moreau Pump Station-Construction Phase Services rvd TPT
CMT PROJECT NUMBER: 07446.01-00 DATE 0312TJ07
A
Y TASKS \ CLASSIFICATIONS C.O Fpr ' i� 'y i,
olp 41
CURRENT YEAR 2007 H?)'URLY RATES Wo $155 125 110 105 100 85 0 95 $70 5 50 TOT
11 Attend oonstruction conferenoe 8 2 10
21 Review stlop drawings and submittals 8 12 12 4 8 42
3 ResDond to contractor ciuesfwm 8 4 4 2 18
4 Review equipment substitutions 4 a 2 14
5 Start up and operator assistance 10 2 12
6
7
8
9
10
11
12
13
14
15
TOTAL MAN HOURS 38 26 16 4 12 96
SUBTOTAL- BASE LABOR EFFORT $4,750 1 $ 860 $1360 $280 $600 $9.850
TOTAL DIRECT EXPENSE&REIMBURSABLE&
TASKS(CONTINUED) LABOR TRAVEL MEALS& PRINTING EQUIP- MISC SURVEY SUBS OTHER OTHER OTHER TOTAL TOTAL
EFFORT MILEAGE LODGING MENT MTL EXP FRCP EXP EXPENSE FEE
1 Attend re-construction conference $1,100 140 140 S1.240
2 Review shop drayAnas and submittals $3,920 $3.920
3 Respond to contractor questions $1,880 1.8 a
4 Revlew equipment subsOtutions $1480 $1,480
5 Start up and o orator assistance $1.470 $140 140 1 610
5
7
8
9
10
11
12
13
14
15
TOTALS $9,850 $280 $280 $10130
TIME PERIOD OF PROJECT 2007 1 2008 2009 2010 TOTAL EST%OF OT HRS INCLUDED ABOVE 5% MULTI-YEAR+OT
PERCENTAGE OF WORK TO BE PERFORMED BY YEAR 100% 1 100% AVERAGE OVERTIME RATE PREMIUM 20% MLTPLR&AMT
WEIGHTING FACTOR FOR 4%ANNUAL ADJUSTMENT 1.0000 1 1.0000 OT ADJUSTMENTFACTOR 0.0100 1.0100 $100
ESTIMATED CONTINGENCY 5% 10
ROUNDING
TOTAL FEE MATH CROSS CHECK IS OK $10.740
2007 EnQ.-Fee Eet Cawhmffon_haaeade TAB:ESTIMATE OF ENGINEERING FEE 1 OF 1 3MV2W7 6:06 PM
• EXHBrr'A•ATTACHMENT A4+: -2006 PROFESS SERVICES COST ESTIMATE TML
CLIENT: City of Jefferson.MO TE 09IM7
PROJECT DESCRIPTION:Alaaa East Moreau Pump Station-Lepaae Sewer Exlenslon
GMT PROJECT NUMBER:030090600 I Apprvd TPT
CRAWFORD MURPHY&TILLY,INC.CONSULTING ENGINEERS I DATE I 03122!07
Y TASKS 1 CLASSIFICATIONS �i'
i
CURFEW YEAR 2006 HOU Y RATES 150 45 120 Ob 75 Wo 90 85 5 TOTAL
1 GATHER AND REVIEW EXISIIING INFORMATION 2 2
2 PRELIMINARY LAYOUT OF GRAVITY SEWER ALIGNMENT 2 4 4 10
3 PRELIMINARY CONTACT W/EXIS LITI S 1 1
4 PRELIM CONTACT Wl LOCAL GOVERNMENT AGENCIES 2 2
PRELIMINARY LIFT STATION SITE LAYOUT
P Ll LIFT STATION MECHANICAL DESIGN
1 71 PREU LIFT STATION ELECTRICAL DESGI
B PREPARE PRELIM SPECIFICATIONS 2 B 8
8 REVIEW OF PRELIMONARY DESIGN BY OWNER 2 2
10 PREPARE FINAL DESIGN OF GRAVITY SEWER AND DETAILS 2 4 4 10
11 PREPARE FINAL DESIGN OF LIFT STATION SITE AND MECHANICAL
12 PREPARE FINAL DESIGN OF LIFT STATION ELECTRICAL
13 PREPARE FINAL SPECIFICATION 2 2 4
DRAFTING OF PLANS 8 8
1b PREPARE AND SUBMIT MDNR PERMIT APPLICATION 2 2 4
161 REVIEW OF FINAL PLANS AND SPECS BY OWNER
17 PERFORM FINAL QUALITY ASSURANCE REVIEWS 2 2
18 REVISIONS PER REVIEW COMMENTS 2 4 6
18 PREPARE FINAL QUANTTFY TAKEOFF AND COST ESTIMATE 2 2
20 PROJECT MANAGEMENT 2 4 b
TOTAL MAN HOURS 10 26 20 12 67
SUBTOTAL-BASE LABOR EFFORT $1,200 125 $1 300 $540 $5165
TOTAL DIRECT EXPENSE 6 RFJMBURSABLES
TASKS(CONTINUED) LABOR TRAVEL MEALS 8 PRINTING EQUIP- MISC SURVEY SUBS OTHER OTHER OTHER TOTAL TOTAL
EFFORT MILEAGE LODGING MENT MTL EXP EXP EXP EXPENSE FEE
1 GATHER AND REVIEW EXI MG INFORMATION 170 170
2 PRELIMINARY LAYOUT OF GRAVITY SEWER ALIGNMENT 0
3 PRELIM CO G UTIL S 5 85
4 PRELIM CONTACT W/LOCAL GOVERNMENTAL AGENCIES 9170 170
S PRELIMINARY LIFT STATION SITE LAYOUT
6 PRELIM! LIFT STATION MECHANICAL DESIGN
7 PRE I ON ELECTRICAL DESGIN
8 PREPARE PRELIM SPECIFICATIONS 40
9 REVIEW OF PRELIMINARY DESIGN BY OWNER 240 3240
10 PREPARE FINAL DESIGN OF GRAVITY SEWER AND DETAILS suo 840
11 PREPARE FINAL DESIGN OF LIFT SIUON SITE AND MECHANICAL
12 1 PREPARE ESIGN OF LlFr STATION ELECTRICAL
3 EREPARE FINAL SPECIFICATION S280 I SWD
14 DRAFTING OF PLANS 520 520
15 PREPARE AND SUBMIT MDNR PERMIT APPLICATION 10 10
is REVIEW OF FINAL PLANS AND SPECS BY OWNER
17 PERFORM FINAL QUALITY ASSURANCE REVIEW 170 170
1B REVISIONS PER REVIEW COMMENTS 30 430
19 PREPARE FINAL QUANTITY TAKEOFF AND COST ESTIMATE 1170 170
20 PROJECT MANAGEMENT 20 20
TOTALS $5185 $5,165
TIME PERIOD OF PROJECT 2006 2007 2008 2009 TOTAL EST%OF OT HRS INCLUDED ABOVE MULTI-YEAR•OT
PERCENTAGE OF WORK TO BE PERFORMED BY YEAR 100% 100%-- AVERAGE OVERTIME RATE PREMIUM MLTPLR&AMT
WEIGHTING FACTOR FOR 3%ANNUAL ADJUSTMENT 1.0000 1.0000 OT ADJUSTMENTFACTOR 1.0000 36
ESTIMATED CONTINGENCY
ROUNDING
TOTAL FEE IMATH CROSS CHECK IS OK 170
6p Fee_Est L*Mv Sealer edwta►ds TAB:ESTIMATE OF ENGINEERING FEE I OF 1 3122!1007 4.44 PM
CONTRACT FOR PROFESSIONAL SERVICES
y for New Algoa East Moreau Pump Station
• THIS AGREEMENT made and entered into this da of April, 2007 b and between
�. Y P Y
the City of Jefferson, Missouri, a municipal corporation, hereinafter referred to as the
"City"with offices at 320 East McCarty,Jefferson City,Missouri,65101,and Crawford,
Murphy & Tilley, Inc, Gateway Tower, One Memorial Drive, Suite 500, St. Louis,
Missouri, Consultant, hereinafter referred to as the "Consultant".
WITNESSETH:
THAT, WHEREAS, the City desires to engage the Consultant to render certain
technical and professional planning services hereafter described in Exhibit A.
WHEREAS, the Consultant made certain representations and statements to the
City with respect to the provision of such services and the City has accepted said
proposal to enter into a contract with the Consultant for the performances of services by
the Consultant.
NOW,THEREFORE,for the considerations herein expressed,it is agreed by and
between the City and the Consultant as follows:
1. Scope of Services. The City agrees to engage the services of the Consultant to
• perform the services hereinafter set forth in connection with the project described in
Exhibit A.
2. Additional Services. The City may add to consultant services or delete
therefrom activities of a similar nature to those set forth in Exhibit A, provided that the
total cost of such work does not exceed the total cost allowance as specified in
paragraph 6 hereof. The consultant shall undertake such changed activities only upon
the direction of the City. All such directives and changes shall be in written form and
approved by the Director of Community Development and shall be accepted and
countersigned by the Consultant or its agreed representatives.
3. Existing Data. All information,data and reports as are existing,available and
necessary for the carrying out of the work, shall be furnished to the Consultant without
charge by the City, and the City shall cooperate with the Consultant in every reasonable
way in carrying out the scope of services. The Consultant shall not be liable for the
accuracy of the information furnished by the City.
4. Personnel to be Provided. The Consultant represents that Consultant has
or will secure at its expense all personnel required to perform the services called for
under this contract by the Consultant. Such personnel shall not be employees of or have
any contractual relationship with the City except as employees of the Consultant. All
of the services required hereunder will be performed by the Consultant or under the
• Consultant's direct supervision and all personnel engaged in the work shall be fully
qualified and shall be authorized under state and local law to perform such services.
UAContract ReslProfessional ServiceslCrawford Murphy&Tiiley InclAlgoa-E Moreau Pump Station.wpd
None of the work or services covered by this contract shall be subcontracted except as
provided in Exhibit A without the written approval of the City.
• 5. Notice to Proceed. The services of the Consultant shall commence as directed in
the Notice to Proceed and shall be undertaken and completed in accordance with the
schedule contained in Exhibit A.
6. Compensation. The City agrees to pay the Consultant in accordance with the
terms set forth in Exhibit A, which shall constitute complete compensation for all
services to be rendered under this contract. The final payment will be subject to receipt
of a requisition for payment and a statement of services rendered certifying that the
Consultant fully performed all work to be paid for in such progress payments in
conformance with the contract. It is expressly understood that in no event will the total
compensation and reimbursement to be paid to the Consultant under the terms of this
contract exceed the sum of Fifty-One Thousand Three Hundred Eighty Dollars
($51,380.00)for all design services,Three Thousand Four Hundred Dollars($3,400.00)
for all bidding services, and Ten Thousand Eight Hundred Dollars ($10,800.00) for
construction inspection services unless specifically and mutually agreed to in writing
by both the City and Consultant. Such compensation will be paid in progress payments,
as specified in Exhibit A, except ten percent (10%) shall be withheld from each phase
until it is satisfactorily completed and the finished product for that phase delivered to
the City. No change in compensation shall be made unless there is a substantial and
significant difference between the work originally contemplated by this agreement and
• the work actually required.
7. Failure to Perform,Cancellation. If,through any cause, the Consultant shall
fail to fulfill in timely and proper manner its obligations under this contract, or if the
Consultant shall violate any of the covenants, agreements, or stipulations of this
contract, the City shall thereupon have the right to terminate this contract by giving
written notice to the Consultant of such termination and specifying the effective date
thereof, at least five (5) days before the effective day of such termination. The
Consultant may without cause terminate this contract upon 30 days prior written notice.
In either such event all finished or unfinished documents, data, studies, surveys,
drawings, maps, models, photographs, and reports or other materials prepared by the
Consultant under this contract shall, at the option of the City, become its property, and
the compensation for any satisfactory work completed on such documents and other
materials shall be determined. Notwithstanding the above, the Consultant shall not be
relieved of liability to the City for damages sustained by the City by virtue of any such
breach of contract by the Consultant.
8. Assignment. The Consultant shall not assign any interest in this contract,
and shall not transfer any interest in the same (whether by assignment or novation),
without prior written consent of the City thereto. Any such assignment is expressly
subject to all rights and remedies of the City under this agreement, including the right
to change or delete activities from the contract or to terminate the same as provided
• herein, and no such assignment shall require the City to give any notice to any such
U:IContract FileslProfessional ServiceslCrawford Murphy 8 Tilley IncWgoa-E Moreau Pump Station.wpd 2
assignee of any actions which the City may take under this agreement, though City will
attempt to so notify any such assignee.
• 9. Confidentiality. Any reports, data or similar information given to or prepared
or assembled by the Consultant under this contract which the City requests to be kept
as confidential shall not be made available to any individual or organization by the
Consultant without prior written approval of the City.
10. Nondiscrimination. The Consultant agrees in the performance of the
contract not to discriminate on the grounds or because of race, creed, color, national
origin or ancestry, sex, religion, handicap, age or political affiliation, against any
employee of consultant or applicant for employment and shall include a similar
provision in all subcontracts let or awarded hereunder.
11. Independent Contractor. The Consultant is an independent contractor and
nothing herein shall constitute or designate the Consultant or any of its employees as
agents or employees of the City.
12. Benefits not Available. The Consultant shall not be entitled to any of the
benefits established for the employees of the City and shall not be covered by the
Workmen's Compensation Program of the City.
13. Liability. The parties mutually agree to the following:
• a. In no event shall the City be liable to the Consultant for special, indirect,
or consequential damages, except those directly or approximately caused
by the City arising out of or in any way connected with this contract.
b. The Consultant shall indemnify and hold the City harmless from and
against all claims, losses and liabilities arising out of personal injuries,
including death, and damages to property to the extent caused by any
negligent act or omission on the part of the Consultant related to the
services performed under this contract.
14. Documents. Reproducible copies of tracings and maps prepared or obtained
under the terms of this Contract shall be delivered upon request to and become the
property of the City upon termination or completion of work. Copies of basic survey
notes and sketches, charts, computations and other data prepared or obtained under this
Contract shall be made available, upon request, to the City without restrictions or
limitations on their use. When such copies are requested, the City agrees to pay the
Consultant its costs of copying and delivering same.
15. Nonsolicitation. The Consultant warrants that he had not employed or retained
any company or person, other than a bona fide employee working solely for the
Consultant, to solicit or secure this Contract, and that he has not paid or agreed to pay
• any company or person, other than a bona fide employee working solely for the
U:IContract FileslProfessanal ServiceslCrawford Murphy 8 Tilley Ind4igoa-E Moreau Pump Station.wpd 3
Consultant, any fee, commission, percentage, brokerage fee, gifts, or any other
consideration, contingent upon or resulting from the award or making of this Contract.
• For breach or violation of this warranty, the City shall have the right to annul this
Contract without liability, or, in its discretion, to deduct from the Contract price or
consideration , or otherwise recover the full amount of such fee, commission,
percentage, brokerage fee, gifts, or contingent fee.
16. Books and Records. The Consultant and all his subcontractors shall maintain
all books,documents,papers,accounting records and other evidence pertaining to costs
incurred in connection with this Contract, and shall make such materials available at
their respective offices at all reasonable times during the Contract and for a period of
three (3) years following completion of the Contract.
17. Delays. That the Consultant shall not be liable for delays resulting from
causes beyond the reasonable control of the Consultant; that the Consultant has made
no warranties, expressed or implied, which are not expressly set forth in this Contract;
and that under no circumstances will the Consultant be liable for indirect or
consequential damages.
18. Notices. All notices required or permitted hereinunder and required to be in
writing may be given by first class mail addressed to the Department of Community
Development, 320 East McCarty, Jefferson City, Missouri, 65101, and the Consultant,
at Crawford, Murphy& Tilley, Inc., Gateway Tower, One Memorial Drive, Suite 500,
St. Louis, Missouri, 63102. The date and delivery of any notice shall be the date falling
• on the second full day after the day of its mailing.
EXECUTED THIS DAY OF April, 2007.
CITY OF JEFFE N CRAWFORD, MURPHY & TILLLEY, INC.
MayLT-
City Title: l-s PEik/T
A ATTEST:
r
Title: MWA6W'o/ S7 4v01
AP VE AS TO FORM:
City Counselor
WContract FileslProfessional ServiceslCrawford Murphy 8 Tilley IncOlgoa-E Moreau Pump Station.wpd 4
EXIIIBIT A
BASIC SCOPE OF PROJECT SERVICES
NEW ALGOA EAST MOREAU PUMP STATION
I. Introduction
The City of Jefferson, Office of Community Development, Wastewater Division,plans to
construct a new wastewater pump station and sanitary sewers to serve the East Moreau—Algoa
area. A drawing showing a vicinity map of the project area is attached and has the title Moreau
River—Walmart Extension. One reason for this project is to provide sanitary sewer service to
the site of a proposed new Wal-Mart store.
The portion of the overall project covered by this contract with Crawford, Murphy&
Tilly, Inc. (CMT) includes the proposed pump station, the proposed force main, and the
proposed outfall extension gravity sewer as shown on the attached drawing. The scope of
services to be provided by CMT includes the design and preparation of construction plans and
specifications and a cost estimate for these proposed improvements. The scope of services also
includes providing assistance to the City during the bidding and construction phases of the
project as described later in this Exhibit"A".
The scope of services for CMT under this contract also includes the design and
preparation of construction plans and specifications for a sanitary sewer extension to serve the
West LePage parcel located west of the Wal-Mart property. The plans for this sewer extension
are to be suitable and be available for bidding with the MoDOT Highway 50 interchange
project at Cityview Drive.
The proposed Moreau River Main Sewer, the proposed Moreau View Dr. Extension, and
the Chamber Extension gravity sewers are being designed by others and are not included in the
scope of services for this contract.
The City of Jefferson will provide the necessary survey data and geotechnical report to
CMT for the design to be completed under this contract. The City will also perform all
property acquisition and prepare and obtain any easements required for the project. The City
will also coordinate with all utility companies as necessary for completion of the project and
provide relevant information to CMT necessary for the work under this contract. The City will
also interface with all required government agencies (MDNR, Army CoE, etc.) and acquire
necessary permitting for the project.
1
• The proposed wastewater pump station is intended to have two submersible pumps in a
wet well and have a pumping rate between 200 and 700 gallons per minute. The initial
pumping rate will be determined during design. Standby power for the pump station is to be
provided by a portable generator to be provided by the City. An automatic transfer switch is to
be provided for use of the portable generator. An electrical power and SCADA system
compatible with Jefferson City standards is to be provided for the pump station. The control
panel and SCADA equipment are to be housed in a building or enclosure.
The proposed force main is anticipated to be 6-inch diameter. It is planned for the force
main to be suspended from the Algoa Road bridge across the Moreau River. The bridge was
designed and constructed with sleeves through the abutments and hanger inserts cast into the
deck to allow for an 8-inch diameter sewer pipe to be suspended from the underside of the
bridge deck. The scope of work for this contract assumes that the design and construction of
the bridge is adequate to support the proposed 6-inch diameter force main and that no
modifications to the bridge will be required for this project.
The following sections provide a scope of work for each phase of the project and the
compensation method and amount for each phase. A detailed list of tasks for each phase and
the estimated man hours for each task are included on attached spreadsheets. Where payments
are to be made on a time and expense basis, they shall be determined in accordance with
Attachment A-1, "Crawford, Murphy&Tilly, Inc. Standard Schedule of Hourly Charges
Effective January 1, 2007", which is subject to change at the beginning of each calendar year.
Reimbursable direct expenses will be invoiced at cost. Specialized services performed by
another firm will be invoiced at cost plus 10%. For services to be paid for on a time and
expense basis, a Not to Exceed (NTE) amount is listed and the total compensation and
reimbursement for that phase shall not exceed that NTE amount unless specifically and
mutually agreed to in writing by both the City and the Consultant.
2
• I. New Pump Station Design (NTE $51,380.00)
A. Preliminary Design Services: ($30,070.00 Lump Sum)
1. Confirm pump flow rate vs. ADF with preliminary wetwell sizing.
2. Confirm and expand hydraulic evaluation.
3. Provide brief project narrative that recommends pump selection and optimum wetwell
construction to City.
4. Use City provided survey data and geotechnical report for production of preliminary
design(60%)drawings and technical specifications.Transmit four(4)preliminary plans
and technical specifications.
5. Preliminary construction cost estimate.
6. Schedule a teleconference with the City staff to review the recommended improvements.
Note: City to provide subsurface exploration, all utility coordination, and front end
documents for the specifications.
Attachment A-2 is a spreadsheet providing a detailed list of tasks and estimated manhours
and costs for this phase.
B. Final Design Services: ($20,310.00 Lump Sum)
1. Prepare final construction plans.
2. Compute final quantities for the project.
3. Prepare technical/special provisions that can be inserted into the City's front-end
• documents ready for bid advertisement. Items to be included are one (1) set of
reproducible mylars and one(1)electronic copy compatible with Auto CAD,and one(1)
electronic set of technical/special provisions and list of bid items/quantities.
4. Submit copies of the final design plans, technical/special provisions, list of bid
items/quantities and cost estimates to the City staff for review.
Note: City to interface with all required government agencies (MDNR, Army CoE, etc.)
and acquire necessary permitting.
Attachment A-3 is a spreadsheet providing a detailed list of tasks and estimated manhours
and costs for this phase.
C. Subconsultant Services: ($0.00 Lump Sum)
No subconsultant services are anticipated for the project design.
D. Materials and expenses: ($1,000.00 Not To Exceed)
TOTAL DESIGN SERVICES =$51,380.00
• 3
• II. Bidding Phase Services: (Time and expenses NTE $3,400.00)
1. Answer contractor questions and issue bid addenda as requested by City.
2. Attend, assist and document one Pre-Bid meeting.
Note: City to copy all documents and distribute to plan rooms and bidders.
Attachment A-4 is a spreadsheet providing a detailed list of tasks and estimated manhours
and costs for this phase.
TOTAL BIDDING SERVICES =$3,400.00
III. Construction Phase Services: (Time and expenses NTE $10,800.00)
1. Attend preconstruction conference
2. Review contractor-submitted shop drawings and material submittals for compliance
with contract requirements as requested by the City.
3. Respond to Contractor field questions with respect to design intent.
4. Review equipment substitutions with the City
5. Start up and operator assistance to City staff at pump station testing and startup
Attachment A-5 is a spreadsheet providing a detailed list of tasks and estimated manhours
and costs for this phase.
• TOTAL CONSTUCTION SERVICES = $10,800.00
IV. Special Investigations: (Time and expenses NTE $3,000.00)
During the course of the design and/or right-of-way acquisition phase, certain unforseen
investigations may be required. Examples may include geotechnical investigations,
geotechnical/hydrological investigations for contaminated soil and/or environmental
testing, historical investigations, various record searches, grave sites and/or other
investigation or analysis work. The work shall be initiated only with the approval of the
City and shall be billed to the City at an Hourly Cost plus direct expenses.
V. Schedule:
The Consultant is to complete the following phases by the dates listed based on receiving a
Notice to Proceed with the work on or about April 17, 2007. If the Notice to Proceed
is delayed, then the completion dates shall be adjusted accordingly.
Preliminary Plans, Specifications & Cost Estimate: June 13, 2007
Final Plans, Specifications & Cost Estimate: July 20, 2007
4
• VI. Design for W. LePage sanitary sewer extension ($ 5,170.00 Lump Sum)
A. Design sanitary sewer extension to serve West LePage parcel located west of the Wal-
Mart property.
B. Sanitary sewer must be in accordance with Missouri Department of Transportation
(MoDOT) standards.
C. Provide sanitary sewer extension drawings and specifications suitable for bidding with the
Highway 50 interchange project.
D. Drawings for the sewer extension must be available for bidding with the MoDOT project.
Attachment A-6 is a spreadsheet providing a detailed list of tasks and estimated manhours
and costs for this phase.
•
• 5
• VII. Summary of Costs
Preliminary Design $ 30,070.00
(Lump Sum)
Final Design $ 20,310.00
(Lump Sum)
Subconsultant Services $ 0.00
(Lump Sum)
Materials and Expenses
(Not-To-Exceed) $ 1,000.00
TOTAL DESIGN $ 51,380.00
Bidding Services
(Time and expenses
Not-To-Exceed) $ 3,400.00
Construction Services
(Time and expenses
• Not-To-Exceed) $ 10,800.00
Special Investigations 3.000.00
(Time and expenses
Not-To-Exceed)
TOTAL $ 68,580.00
Design of the West LePage
Sanitary Sewer $ 5,170.00
(Lump Sum)
• 6
CRAWFORD, MURPHY&TILLY, INC.
® STANDARD SCHEDULE OF HOURLY CHARGES
EFFECTIVE JANUARY 1, 2007
Regular Rates Overtime Rates
Classification Per Hour Per Hour
Clerk/Administrative Assistant $ 50 $ 65
Technical Assistant $ 55 $ 70
Technician $ 70 $ 85
Senior Technician $ 95 $ 110
Land.Surveyor $ 100 $ 115
Planner/Technical Manager $ 70 $ 85
Engineer $ 85 $ 100
Senior Planner $ 100 $ 115
Senior Architect/Manager $ 105 $ 120
Senior Engineer $ 110 $ 125
Project Engineer/Manager $ 125 $ 125
• Senior Project Engineer/Manager $ 155 $ 155
Principal $ 160 $ 160
If the completion of services on the project assignment requires work to be performed on an overtime
basis, overtime rates will apply and the fee will be adjusted to include the additional premium costs.
These rates are subject to change upon reasonable and proper notice. In any event this schedule will
expire and be superseded by a new schedule on or about January 1, 2008
To the amount charged at rates shown will be added the actual cost of blueprints, supplies,
transportation and subsistence and other miscellaneous job related expenses directly attributable to the
performance of services. A rental charge will be made when flow monitoring,sampling or level recording
equipment, nuclear density equipment, GPS equipment, robotic total station or other similar specialized
equipment are used directly on assignments.
In the event that additional services such as exploratory drilling, materials testing, aerial photogrammetry,
foundation studies or other specialized services are furnished to the ENGINEER by another organization,
reimbursement for such services shall be at actual cost plus ten percent.
• ATTACHMENT A-1
3/22/2007
• CRAWFORD MURPHY&TILLY,INC.CONSULTING ENGINEERS • Pre RA
EXHIBIT"A" ATTACHMENT A-2:2007 PROFESSIONAL SERVICES COST ESTIMATE DATE 03/22107
CLIENT: City of Jefferson,MO
PROJECT DESCRIPTION:Algoa East Moreau Pump Station-Preliminary Design Services Apprvd TPT
CMT PROJECT NUMBER: 07446.01-00 DATE 03/22/07
0 0� y° Ap°�F sip �'o °-0�o AFL s� �° y c !
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TASKS \ CLASSIFICATIONS tio,A J ' 9c % � y � sG y��°�l °yti, yti% sus Al c�.Q
CURRENT YEAR 2007 HOURLY RATES 160 155 $125 110 1 $105 100 85 70 95 70 55 50 TOTAL
1 Gather and review eAsting information 2 2
2 Sfte visit by Project Manager 8 8
3 Evaluate hydraulics,pumps,wet well&force maln sizes 2 8 8 16
4 Prepare a preliminaa enfilneering report 2 4 4 2 12
5 Coordinate with surveyor and plot&review survey info 2 4 2 8
6 1 Review utility&bdd a design information provided bv Cltv 6 1 6
7 Perform preliminarV site layout&access road design 1 8 4 8 21
8 Perform preliminary pump station mechanical design 1 2 8 8 8 27
9 Perform preliminary pump station&building structural design 1 4 16 8 29
10 Perform preliminary pump station electrical&controls desirin 1 6 16 8 12 45
11 Perform prefImInary force main design 1 6 12 8 27
12 Perform prellmInary gravity sewer design 1 4 8 8 21
13 Prepare preliminary s ecificadons 1 4 6 6 6 23
14 Prepare preliminary cost estimate 1 4 6 2 2 15
15 Submit preliminary design and hold teleconference review 4 6 4 1 15
TOTAL MAN HOURS 16 74 .46 64 44 20 11 275
SUBTOTAL- BASE LABOR EFFORT $2,480 $9,250 $5,060 $5,440 $4,180 $1,400 $550 $28,360
TOTAL DIRECT EXPENSE&REIMBURSABLES
TASKS(CONTINUED) LABOR TRAVEL MEALS& PRINTING EQUIP- MiSC SURVEY SUBS OTHER OTHER OTHER TOTAL TOTAL
EFFORT MILEAGE LODGING MENT MTL EXP EXP EXP EXPENSE FEE
1 Gather and review exIstinn information 250 250
2 Site visit by Project Manager $1,000
3 Evaluate hydraulics,pumps,wet well&force main sizes $1,740 $1,740
4 Prepare a preliminary engineering report $1,290 $1,290
5 Coordinate with surveyor and plot&review survey info $780 780
6 Review utflity&brad a deslan Information provided by City $750 $750
7 Perform preliminary site layout&access road design $2,255 $2,255
8 Perform preliminary pump station mechanical design $2,725 $2,725
9 Perform preliminary pump station&buildina structural design $2,975 $2,975
10 Perform preliminary pump station electrical&controls design $4,435 $4,435
11 Perform prelImInarV force main design $2,685 $2,685
12 Perform preliminary gravity sewer design $2,095 $2.095
13 Prepare preliminary specifications $2,125 $2,125
14 Prepare relimina cost estimate $1,455 $1,455
15 Submit preliminary design and hold teleconference review $1,800 $1,800
TOTALS $28,360 1 1 $28,360
TiME PERIOD OF PROJECT 2007 1 2008 2009 2010 TOTAL EST%OF OT HRS INCLUDED ABOVE 5% MULTI-YEAR+OT
PERCENTAGE OF WORK TO BE PERFORMED BY YEAR 100% 1 100% AVERAGE OVERTIME RATE PREMIUM 20% MLTPLR&AMT
WEIGHTING FACTOR FOR 4%ANNUAL ADJUSTMENT 1.0000 1 1.0000 OT ADJUSTMENTFACTOR 0.0100 1.0100 1 $280
ESTIMATED CONTINGENCY 5% :H1,43D
ROUNDING
TOTAL FEE IMATH CROSS CHECK IS OK 1 $30,070
2007 Erig_Fee_EsLPrellm designxls TAB:ESTIMATE OF ENGINEERING FEE 1 OF 1 3/22/2007 4:12 PM
• CRAWFORD MURPHY&TILLY,INC.CONSULTING ENGINEERS • Pre RA
EXHIBIT"A"ATTACHMENT A-3: 2007 PROFESSIONAL SERVICES COST ESTIMATE DATE 03/22/07
CLIENT: City of Jefferson,MO
PROJECT DESCRIPTION:Algoa East Moreau Pump Station-Final Design Services Ai3iirvd TPT
CMT PROJECT NUMBER: 07446-01-00 DATE 03/22/07
Z A�'ti ✓� A�i�✓��'� c� � sG � ti y �F ��s
x TASKS 1 CLASSIFICATIONS p, p `iy Cj q lQ �. �c,Q y !�C 3'� �j. 'Qi
.off �9�`�r•��cFA �`�Fp c`��� ��1, cp
CURRENT YEAR 2007 HOURLY RATES 160 $155 $125 110 105 100 $85 1 $70 $95 70 55 50 TOTAL
1 Site visit for field check of preliminary design 8 8
2 Coordination with City&utility for electrical service info 3 3
3 Final site layout&access road design&datalling 4 4 4 12
4 Final pump station mechanical design&detailing 1 6 6 8 21
5 Final pump station&buildinA structural design&detailing 2 12 8 22
61 Final Dumv station electrical&controls design&detailina 4 8 6 B 26
71 Final force main desi n&detailing 3 8 6 17
a! Final nravity sewer design&detailing 2 6 6 14
9 Final specifications 4 6 6 6 22
10 Final cost estimate 4 6 2 2 14
11 Quality Control Review of Final Documents 8 2 2 12
12 ubmit final plans,specs,cost estimate and bid items for review 6 4 1 11
13 Revislons to documents based on review comments 1 2 4 1 8
14
15
TOTAL MAN HOURS 9 45 32 42 36 16 10 190
SUBTOTAL- BASE LABOR EFFORT $1 395 $5 625 $3,520 $3,570 $3,420 $11120 $500 $19,150
TOTAL DIRECT EXPENSE&REIM13URSABLES
TASKS(CONTINUED) LABOR TRAVEL MEALS& PRINTING EQUIP- MISC SURVEY SUBS OTHER OTHER OTHER TOTAL TOTAL
EFFORT MILEAGE LODGING MENT MTL EXP EXP EXP EXPENSE FEE
1 Site visit for field check of preliminary design $1,000 $1,000
2 Coordination with CIty&ufflfty for electrical service info 75 $375
3 Final site layout&access road desi n&detailing $1,220 $1,06'
1 220
4 Final pump station mechanical desi n&detailing $2,055 $2,055
5 Final pump station&building structural design&detallina $2,130 $2,130
6 Final um station electrical&oontrols design&detalli 2,450 $2,450
7 Final force main design&detalift $1,625 $1,625
8 Final gravity sewer design&detailing $1,330 $1,330
9 Final specifications $1,970 $1,970
10 Final cost estimate $1,300 $1,300
11 Quality Control Review of Final Documents $1680 $1,680
12 bmit final plans,specs,cost estimate End bid items for revie $1,180 $1,180
13 Revisions to documents based on review comments $835 835
14
15
TOTALS $19,150 $19,150
TIME PERIOD OF PROJECT 2007 2008 2009 2010 TOTAL EST%OF OT HRS INCLUDED ABOVE 5% MULTI-YEAR+OT
PERCENTAGE OF WORK TO BE PERFORMED BY YEAR 100% 100% AVERAGE OVERTIME RATE PREMIUM 20% MLTPLR&AMT
WEIGHTING FACTOR FOR 4%ANNUAL ADJUSTMENT 1.0000 1.0000 OT ADJUSTMENTFACTOR 0.0100 1.0100 $190
ESTIMATED CONTINGENCY 5% 970
ROUNDING
TOTAL FEE IMATH CROSS CHECK IS OK r $20,310
2007 Eng_Fss Est Fnal destnxls TAB:ESTIMATE OF ENGINEERING FEE 1 OF 1 3122!2007 4:13 PM
• •
CRAWFORD MURPHY&TILLY,INC.CONSULTING ENGINEERS Pre RA
EXHIBIT'A" ATTACHMENT A-4: 2007 PROFESSIONAL SERVICES COST ESTIMATE DATE 03/22/07
CLIENT: City of Jefferson,MO
PROJECT DESCRIPTION:Algoa East Moreau Pump Station-Bidding Phase Services Apprvd TPT
CMT PROJECT NUMBER: 07446.01-00 DATE 03/22/07
A S
Y
c
TASKS \ CLASSIFICATIONS ,yc c ��F�� 'cy�y� �spQ sG �iyyti� ti
ti'�.cticG�p �F'Q le'�i
CURRENTYEAR2 007 HOURLY RATES 160 55 125 1 $110 105 1 $100 85 70 95 70 55 50 TOTAL
1 Answer contractor questions and issue bid addenda 8 4 4 4 20
2 Attend assist and document one rebid meeting 8 2 10
3
4
5
6
I 7
8
9
10
1i
12
13
14
15
TOTAL MAN HOURS 16 1 4 1 1 4 1 6 30
SUBTOTAL- BASE LABOR EFFORT $2,000 $340 $380 $300 $3,020
TOTAL DIRECT EXPENSE&REIMBURSABLES
TASKS(CONTINUED) LABOR TRAVEL MEALS& PRINTING EQUIP- MISC SURVEY SUBS OTHER OTHER OTHER TOTAL TOTAL
EFFORT MILEAGE LODGING MENT MTL EXP EXP EXP EXPENSE FEE
1 Answer contractor questlons and issue bid addenda $1,920 $1,920
2 Attend assist and document one re-bid meettng $1,100 $140 140 $1,240
3
4
5
fi
7
8
9
10
1i
12
13
14
15
TOTALS W$302 $140 $140 $3160
TIME PERIOD OF PROJECT 2008 2009 2010 TOTAL EST%OF OT HRS INCLUDED ABOVE 5% MULTI-YEAR+OT
PERCENTAGE OF WORK TO BE PERFORMED BY YEAR 100% AVERAGE OVERTIME RATE PREMIUM 20% MLTPLR&AMT
WEIGHTING FACTOR FOR 4%ANNUAL ADJUSTMENT 1.0000 1.0000 OT ADJUSTMENTFACTOR 1 0.0100 1.0100 $30
ESTIMATED CONTINGENCY t 5% $160
ROUNDING
TOTAL FEE MATH CROSS CHECK IS OK $3,350
2007 En9_Fee Est eWft_seftes:ds TAB:ESTIMATE OF ENGINEERING FEE 1 OF 1 3/22/2007 4:53 PM
•
CRAWFORD MURPHY&TILLY,INC.CONSULTING ENGINEERS Prop RA
EXHIBIT"A" ATTACHMENT A-0: 2007 PROFESSIONAL SERVICES COST ESTIMATE DATE 03122/07
CLIENT: City of Jefferson,MO
PROJECT DESCRIPTION: Algoa East Moreau Pump Station-Construction Phase Services Apprvd TPT'
CMT PROJECT NUMBER: 07446-01-00 DATE 03122/07
Z S CLASSIFICATIONS Ate'` O�F A�Yy�c� �� /O� �� O�G 0'/ / 'L s���' ��' y
QTASK 1 O/�� ?�qua yG�'L G+/'Y�. gG,�O,y �vy,Q •yFF� C�l�'�� y'('jC/1 •/c -9w•t,/ G�,OG
CURRENT YEAR 2007 HOURLY RATES 160 $155 125 110 105 $100 85 0 95 1 $70 55 50 TOTAL
1 Attend re-construction conference 8 2 10
2 Review shop dravAngs and submittals 8 12 12 4 6 42
3 Respond to contractor questions 8 4 4 2 18
4 Review equipment substitutions 4 8 2 14
5 Start up and operator assistance 10 2 12
6
7
8
9
10
11
12
13
14
15
TOTAL MAN HOURS 1 38 1 26 16 4 12 96
SUBTOTAL- BASE LABOR EFFORT $4,750 $2,860 $1,360 $280 $600 $9,850
TOTAL DIRECT EXPENSE&REIMBURSABLES
TASKS(CONTINUED) LABOR TRAVEL MEALS& PRINTING EQUIP- MISC SURVEY SUBS OTHER OTHER OTHER TOTAL TOTAL
EFFORT MILEAGE LODGING MENT MTL EXP EXP EXP EXPENSE FEE
1 Attend re-constructon conference $1,100 140 140 $1,240
2 Review shop drovAnas and submittals $3,920 $3,920
3 Respond to contractor quesfions $1,880 $1,880
4 Review egutpment substtutions $1,480 $1,480
5 Start up and operator assistance $1,470 $140 140 $1.610
5
7
8
9
10
11
12
13
14
15
TOTALS $9,850 $280 $280 $10,130
TIME PERIOD OF PROJECT 2007 2008 2009 2010 TOTAL EST%OF OT HRS INCLUDED ABOVE 5% MULTI-YEAR+oT
PERCENTAGE OF WORK TO BE PERFORMED BY YEAR 100% 100% AVERAGE OVERTIME RATE PREMIUM 20% MLTPLR&AMT
WElGHT1N0 FACTOR FOR 4%ANNUAL ADJUSTMENT 1.0000 1.0000 OT ADJUSTMENTFACTOR 0.0100 1.0100 $100
ESTIMATED CONTINGENCY 5% 10
ROUNDING
TOTAL FEE MATH CROSS CHECK IS OK
$10740
21307 Eng-Fae Eat ConsWction Phawids TAB:ESTIMATE OF ENGINEERING FEE 1 OF 1 3/22/2007 6:06 PM
• EXHIBIT"A"ATTACHMENT A-6: -2006 PROFESS ERVICES COST ESTIMATE AIM By I T
M ML
CLIENT: City of Jefferson. E I 03/20107
PROJECT DESCRIPTION:Algoa East Moreau Pump Statlon-Lepage Sewer Extension
CMT PROJECT NUMBER:030090800 rvd TPT
CRAWFORD MURPHY&TILLY,INC.CONSULTING ENGINEERS DATE 03/22102
1 TASKS \ CLASSIFICATIONS 'y �O✓N` � C'Q� � OS ��F �L, i �F`
c,A GQ aci £pcyo Cq� q� G.g �y,��c C sG�'�SyO�G�
CURRENT YEAR 2006 HOURLY RATES 150 145 120 1 slos 5 75 75 90 90 65 $55 TOTAL
1 GATHER AND REVIEW EXISITING INFORMATION 2 2
2 PRELIMINARY LAYOUT OF GRAVITY SEWER ALIGNMENT 2 4 4 10
3 PRELIMINARY CONTACT W/EXISTING UTILITIES 1 1
4 PRELIM CONTACT W/LOCAL GOVERNMENTAL AGENCIES 2 2
5 PRELIMINARY LIFT STATION SITE LAYOUT
6 PRELIMINARY LIFT STATION MECHANICAL DESIGN
PRELIMINARY LIFT STATION ELECTRICAL DESGIN
8 PREPARE PRELIM SPECIFICATIONS 2 6 8
9 REVIEW OF PRELIMINARY DESIGN BY OWNER 2 2
10 PREPARE FINAL DESIGN OF GRAVITY SEWER AND DETAILS 2 4 4 10
11 PREPARE FINAL DESIGN OF LIFT STATION SITE AND MECHANICAL
12 PREPARE FINAL DESIGN OF LIFT STATION ELECTRICAL
13 PREPARE FINAL SPECIFICATION 2 2 4
4 DRAFTING OF PLANS 8 8
151 PREPARE AND SUBMIT MDNR PERMIT APPLICATION 2 2 4
161 REVIEW OF FINAL PLANS AND SPECS BY OWNER
171 PERFORM FINAL QUALITY ASSURANCE REVIEWS 2 2
18 REVISIONS PER REVIEW COMMENTS 2 4 6
19 PREPARE FINAL QUANTITY TAKEOFF AND COST ESTIMATE 2 2
20 PROJECT MANAGEMENT 2 4 6
TOTAL MAN HOURS 10 25 20 12 87
SUBTOTAL- BASE LABOR EFFORT $1,200 $54
125 $1 300 0 $5185
TOTAL DIRECT EXPENSE&REIMBURSIMLES
TASKS(CONTINUED) LABOR TRAVEL MEALS& PRINTING EQUIP- MISC SURVEY SUBS OTHER OTHER OTHER TOTAL TOTAL
EFFORT MILEAGE LODGING MENT MTL EXP EXP EXP EXPENSE FEE
1 GATHER AND REVIEW EXISITING INFORMATION $170 170
2 PRELIMINARY LAYOUT OF GRAVITY SEWER ALIGNMENT $840
3 PRELIMINARY CONTACT W/EXISTING UTILITIES 5 85
4 PRELIM CONTACT Wl LOCAL GOVERNMENTAL AGENCIES 170 170
5 PRELIMINARY LIFT STATION SITE LAYOUT
6 PRELIMINARY LIFT STATION MECHANICAL DESIGN
7 PRELIMINARY LIFT STATION ELECTRICAL DESGIN
8 PREPARE PRELIM SPECIFICATIONS 440 40
9 REVIEW OF PRELIMINARY DESIGN BY OWNER 240 240
10 PREPARE FINAL DESIGN OF GRAVITY SEWER AND DETAILS 840 $840
11 PREPARE FINAL DESIGN OF LIFT STATION SITE AND MECHANICAL
12 PREPARE FINAL DESIGN OF LIFT STATION ELECTRICAL
13 PREPARE FINAL SPECIFICATION 260 260
14 DRAFTING OF PLANS 520 520
15 PREPARE AND SUBMIT MDNR PERMIT APPLICATION 410 10
15 REVIEW OF FINAL PLANS AND SPECS BY OWNER
17 PERFORM FINAL QUALITY ASSURANCE REVIEWS 170 170
18 REVISIONS PER REVIEW COMMENTS 30 0
19 PREPARE FINAL QUANTITY TAKEOFF AND COST ESTIMATE 170 170
20 PROJECT MANAGEMENT 420 20
TOTALS $5.165 $5,165
TIME PERIOD OF PROJECT 2006 2007 2D08 2009 TOTAL EST%OF OT HRS INCLUDED ABOVE MULTI-YEAR+OT
PERCENTAGE OF WORK TO BE PERFORMED BY YEAR 100% 100% AVERAGE OVERTIME RATE PREMIUM MLTPLR&AMr
WEIGHTING FACTOR FOR 3%ANNUAL ADJUSTMENT 1.0000 1.0000 OT ADJUSTMENTFACTOR 1.0000 $5
ESTIMATED CONTINGENCY
ROUNDING
TOTAL FEE IMATH CROSS CHECK IS OK $5,170
Et_Fee_Est Lepage Sever eAensWnads TAB:ESTIMATE OF ENGINEERING FEE 11 OF 1 31222007 4:44 PM