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BILL NO. 2001-156 _. r•j r a;t'�;:'
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SPONSORED BY COUNCILMAN Jackson
ORDINANCE NO. 0 ___ a� • '
AN ORDINANCE OF THE CITY OF JEFFERSON, MISSOURI, AUTHORIZING THE `
MAYOR AND CITY CLERK TO EXECUTE AN AGREEMENT WITH CENTRAL.MISSOURI
PROFESSIONAL SERVICES FOR QUALITY CONTROLS/MATERIALS TESTING FOR Y'`
THE WASTEWATER TREATMENT PLANT CONSTRUCTION PROJECT. „,
BE IT ENACTED BY THE COUNCIL OF THE CITY OF JEFFERSON, MISSOURI, AS
FOLLOWS:
Section 1. The Mayor and City Clerk are hereby authorized and directed to execute
an agreement with Central Missouri Professional Services for Quality Controls/Materials
I.� Testing in connection with the Wastewater Treatment Plant Construction project.
[g' Section 2. The agreement shall be substantially the same in form and content as
that agreement attached hereto as Exhibit A. r
;fir rh�•ti
Section 3, This Ordinance shall be in full force and effect from and after the date '`E
of its passage and approval.
x
Passed: C7 " Approved:/
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residi g O icer Mayor �
ro
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ATTEST: APPROVED AS TO FORM: x ;
' City Clerk City Co nselor
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CITY OF JEFFERSON
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CONTRACT FOR PROFBS'SIONAF SERVICES �:•�'
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THIS CONTRACT, made and entered into this day of January, 2002, by and between the City of
Jefferson,a municipal corporation of the State of Missouri,with offices at 320 E.McCarty Street,Jefferson
4.
' City,Missouri 65101,hereinafter referred to as the"City",and Central Missouri professional Services the
consultant, with offices at 2500 Last McCarty Strect,Jefferson City, Missouri, 65101, hereinafter referred t 4
to as "Consultant". +vw�'
�'r�iffs WITNIE.SSETH:
WHEREAS, the City desires to engage the Consultant to provide quality control/materials testing for the
Wastewater Treatment Plant construction; and
WI�EREAS,the Consultant has made certain representatlun5 gild Statei�lCltlS t0 t11C'City with respect to the
provision of such services and the City has accepted ted said proposal to enter into a contract with the Consultant #
for the performance of services by the Consultant. .
9'�.4; .S- )��, ,491 ti.•... .
NOW THEREFORE,for the considerations herein expressed, it is a recd b and between the City and the
� Y Y r
Consultant as follows: ''
I. Scope of Services.
i`•...;,. Y'M'� ti d'�'.i`,'�.3 fit')
The City agrees to engage the services of the Consultant to provide materials testing ands.„'`
other quality control measurement/tests as directed.
4
} 2, Additions or Deletions to Services. tix fr
The City may add to the consultant services or delete therefi`om activities of a similar nature ' '
to those set out above,provided that the total cost ot'such work.does not exceed the total cost tr, i
allowance as specified in paragraph 4 hereof. For tiny adjustment for services or activities
an equitable adjustment shall be made. The: Consultant shall undertake such changed
>' activities only upon the direction of the City. All such directives and changes shall be in , A `.
1 written fonn and approved by the City Administrator and accepted and countersigned by the
Consultant or its a
l,�reed representatives.
The Consultant will perform any additional work requested by the City which is not
rr° specifically covered in the scope of work as defined herein at a reasonable fee or y;,; a�.•i7i: .i
compensation to be agreed to bctweut the (.,tty and the Consultant at the time any such
>` service may be required.
3. Term of Contract.
This contract shall remain in force until June 30 2003.
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. , . .._... ... ix-,. . . ..t� t..,, .�..•'� ;�.�,'I,�s�S?I�'�`,�>~'d�tl �va�`+ S#��:�!IW��Y'#;ia
Sy�1ix r1�rF,
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The City agrees to pay the Consultant in accordance with the rates set forth in Exhibit A
which shall constitute full and complete compensation for the Consultant services hereunder. `` i
Such compensation maybe paid in progress payments. The final payment will be subject to L�f
receipt of a requisition for payment and a statement of services rendered from the Consultant
certifying that the Consultant full �..t a'
y performed all work to be, paid for in such progress t�,i..y
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 0'
this Contract exceed the sum of Sixty Thousand Dollars ($60,000.00) for all services
required unless specifically and mutually agreed to in writing by both the City
and
Consultant, No change in compensation shall be made unless there is a substantial and
significant difference between the work originally contemplated by this Contract and the M.;.
{ ' work actually required.`' X,.+
` S. Failure Cancellation.o t Perform � �
-- — - anon ,}? y ;<r
If, through any cause,, the Consultant shall fail to fulfill in a timely
= y and proper manner its
f y';: obligations Linder this Contract, or if the Consultant shall violate, arty of the, covenants,
agreements, or stipulations of this Contract, the City shall thereupon have the right to � .;;n�+•�•'••'"
f 1 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 or the City may terminate this Contract upon thin (30) days
prior written notice. �;�
6. Assi nmentt.
• -
:. The Consultant shall not assign any interest in this Contract and shall not transfer an
�
interest in the same (whether by assignment or novation), without prior written consent off; Y'a+
the City thereto. Any such assignment is expressly subject to all rights and remedies of the
?• City under this Contract including the right to change or delete activities from the Contract }}}) '
Va; ,
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or to terminate the same as provided herein, and no such assignment shall require the City
i '' u°
,`' to give an notice to an such assignee
g y y ghee of any actions which the City may take under this 7��%1"
Contract, though the City will attempt to so notify any such assignee.
7. ConfidentialitV.
Any reports,data or similar information given to or prepared or assembled by the Consultant
F under this Contract which the City requests to be kept as confidential shall not be made -µAS'
available to any individual or organization by the Consultant without prior written approval
t' by the City. Gt,, 1
2
8. Nondiscrimination.
.f, 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.
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9. Independent Contractor. Y'b
f rte` The Consultant is an independent contractor and nothing contained herein shall constitute `0 r1
or designate the Consultant or any of its agents or employees as agents or employees of the
• x F
City.
10 _Benefits IWot Ayailable.
The Consultant shall not be entitled to any of the benefits established for. the employees of
t�
the City nor be covered by the Workman's Compensation Program of the City. ,
11. Non-solicitatioeL. `
, . The Consultant warrants that he has not employed or retained any company or person,other p
that a bang 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 that the 5 , Y
bona fide employee working solely for the Consultant, any fee, commission, percentage,: ' ,
brokerage fee,gifts,or any other consideration,contingent upon or resulting from the reward
or making of this Contract. For breach or violation of this warranty,the City shall have the ;i+ti' k i` :
right to annul this Contract without liability,or,in its discretion,to deduct from the Contract
� 'e a price or consideration, or otherwise recover the full amount of such fee commission
' !'Yap •F2� ,L.
pe rcentage, brokerage fee, or contingent fee.
,Y FaSy#dJ,.r
4r:.•.t.'
5 12. Books and Records.
s���A• �4�n�t �:
The Consultant and all his subcontractors shall maintain books,documents,papers, t �'
accounting records, and other evidence pertaining incurred P
to costs incued in coruiection 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) year following completion of the
Contract.
(2) All information/data developed by the Consultant for this project shall become the
property of the City. � �
13. I�iabili 1 �'` ;
r�F
N � J
;�• The parties mutually agree to the fallowing:
(1) In no event shall the City be liable to the Contractor for special, indirect or '''.
`,..
consequential damages, except those caused by the City arising out of or in any way
• q g P
connected with a breach of this Contract.
'
(2) The Contractor shall indemnify and hold the City harmless from and against all
out of personal in j uries,including death and damage to A
claims,losses and liabilities arising
{ '• ;' s property which are caused by the acts, errors and omissions of the Contractor arising out of
or in any way connected with this Contract.
v
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r 14. Notices. }, .
t All notices required or permitted hereunder and required to be in writing may be given by }
first class mail addressed to the City of Jefferson, at 320 E. McCarty Street, Jefferson City,
Missouri, 65101, and Central Missouri Professional Services, 2500 East McCarty Street, y
Jefferson City,Missouri,65101. The date and delivery of any notice shall be the date falling ;
on the second full day after the day of mailing. '
ss 15. Law to Govern.
k
This Contract shall be governed by the laws of the State of Missouri as to both interpretation
and performance.
Olt-
._.. IN WITNESS WHEREOF, the parties hereto have set their hands and seals this day of
January, 2002. r
5 CITY OF JEFFERSON, MISSOURI CENTRAL MISSOURI +'h
�JO PROFESSIONAL SERVICES
kk If: t � ATTEST: ,: .
l�
/
'i�,;`�`'•`� Title:
APPROVED AS TO FORM: ,
j,.
1� 4,J I��JrTI
City Counse or
'V �,.
'iY F�'N'4j 3 k 7iNJ>>jj�s.
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{ tip 1t 5
CiTY OF JEFFERSON
WATF,R POLLUTION CONTROL FACILITY EXPANSION
. ! CONSTRUCTION MATERIALS TESTING
IN �i NCY
QUALIFICATION SPECIFICATION TEST APPROXIMATE
DESCRIPTION OF WORK REQUIREMENTS SECTION DESCRIPTION OF TEST STANDARD NUMBER OF TESTS
AS1'M E 329 f AS1M 0 9740
r SOILS TESTING Note 1 ASTM E 548 02300.1.S.A
ASTM 0 1556
ASTM O 2167 �_ y ' �.j"'' •��
ASTM 0 2927
ASTM 0 2937
02300.3.19 Compaction of sails in place as applioabte 300
J 'I' ASPHALT TESTING Note 2 ASTM 0 3686/ASTM E 548 02741.1,8.8
P"
s
02741J,10.0 Thickness ASTM p 3549 30 :i;•!s4t:P;+',
pef spec 02741
02741-3.10.0 Surface Smoothness 3.7.8 10
_. 02741-3,10.E !N-PLACE OEN_SITY:
ASTM D 979 30
Reference maximum theareacal
density ASTM 0 2041 30
ASTM 0 118tlj�t`�c
In-Place Density-Core Sam les ASSTM 0 2726 20 ,f
In-Place Den -Nudesr ASTM O 2950 30
ASTM E 329 and ACI Certified
CONCRETE TESTING Note 3) Technicians 03310-1.4.D �'tm
OW :n
SAMPLING AND TESTING
03310-1.4.E DURING CDNS TRUCTIO ,�;,.1 t'.•t..3,,�.ri,
Sampling ASTM C 172 175
r f _ Slump -- ASIM C 143 175
Air Content• ASTM C 231 175
Concrete Temperature AS TTA C 1064 175 . "^�J•ti' ” ''','
r Concrete Uniformity ASTM C 94 175
Cam ro 1°�}f' �`�+•. tia;lr
p sslive Strength- �...r �,._� i i ji", :J,
w�i.Ap
spedmlans ASTM C 31 700
Compressive Stren -Testa ASTM C 39 550
per spec 03310. 7 xlr,1 :
0310-1.4.r 1.4.F
Re ft4 550 Y
�+-+F,4
Compnsssive Strength of in- �:; A
03310.1.4.E
ace
concrete ASTM C 42 10 �,cr,;.C421�'''$tlrir�'t�r,.`+}�'•F'i
f NOTES
rl,• kl
i. See attached specification ertide
ped 030b-3.19 for a description of the scope of testing,
2.Sae attached s eciAcatlon article 02741.3.10 for a description of the sro of testing.
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CENTRAL MISSOURI PROFESSIONAL SERVIICES, INC.
2500 East McCarty Street•Jefferson CI Missouri 65101-4467 (573)634-3466
Engineering°Surveying
` rtY City, ( ) Materlab Testing
5s t
} Fax(873)834.8898
=1;
SCHEDULE OF SERVICES AND FEES
[i'��� TAY.+a�^t�j•4•,..•!
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�. SKDIIS TESTING
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Atterberg Limits S 45.00
>rf Moisture Content S 5.00 ;
I'` Specific Gravity S 40.00
5 Sieve Analysis S 45.00
wt; Grain Size Analysis(Hydrometer) $ 45.00
$ 100.0U
Permeability
f *r Swell $ 100.40 ;
Sail Sampling S 30.00/hr+mileage
Moisture Density-STD Proctor 4" (Method A&B) $ 120.00 . ;x;.;.
Moisture Density-STD Proctor S"(Method Q $ 120.00
;y. Moisture Density-MUD Pxnctor 4"(Method A,&.B) $ 130.00
'sc
Moisture Density-MOD Proctor G"(Method Q S170.00
Grain Size Distn'budon and Hydrometer
.;
S 90.00 ��-,• �r,�;;.�,
<: Gavin Size Distn`nalon S 45.00 4 }
7 Grain Size#200 Wash $ 40.00
LM1j <'k• FIELD DEN,971L A�7,
NUCLEAR METHOD }' ;•;
' $32.00/hour+Mileage'" (1st 8 hours weekdays)
$48.00/hour+Mileage* (after 8 hours and weekends) i
'
AGGREGATE TESTING � <
' Sieve � •
Analysis Dry Aggregate $ •35.00
Sieve Analysis Fine Aggregate Wet Sieve S 40.00 ;
, M Sieve Analysis Coarse Clean Aggregate Wet Sieve $ 40.00
Sieve Analysis Cause Clean Well Graded Aggregate Wet Sieve $ 50.00
Deleterious Materials ,
�s $ 30.00
<4 Light Weight Particles $ 110.00
Cheat Content S 30.00
^• Washed Gradation S 40.00
Specific Gravity and Absorption Coarse or Fine
.�, rp ( ) S 35.00
Dry Rodded Weight $ 15.00 . , 5"{ ;
Soundness Test(5 Cycle) $160.00
L.A. hi�sion S 100.00
Coal and Lignite S 30.00
.�T Field Sampling $ 32.00/hr+mileage ;
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ICES
SERV
CONCRETE lr"IDFLU --
: .� Perform Slump&Air,Cast Cylinders,Beams,Cubes S 32.00/hr.
`t TM.`. .
u. ACI Certified Techni (First 8 hrs.Weekdays) S >,��•.t°}{
8 hrs. &
(After Weeke )
COxiCRE "i'EST NAG
i $ 11.00
Cylinder Compressive Strength
`;• Cylinder Mold $ 6.00 [
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Concrete Cylinders Not Tested
�� $ 25.00 •�.'�
g Irregular Concrete Cylinders
Cutting gular $ 25.00
Concrete Cores(Trim,Cap&Test)
,T. Concrete Beams(Flexural Strength) S 20.00
cling&Curing of Units not T $ 6'50 '
-. Ilan g ested : :r4�EP.
Handling&Sawing of Irregular Units S 25.00
", " 32.�✓NI LL►.+ charge b� charge •7'r5�}E
• ; Concrete Coring 2",3",4",5"i 6 ,&8"
:wr,•'
oratory Trial Hatch Method
$350.00
Concrete Mi:x Design a L ab
$ 180.00
x Additional Batches(tlsiag Same Aggregates)
650.00 '
aejff
Cement Ratio
� �•. r"' '
Concrete Max Design by 3 Point Water/
Ce
fir, i
`�"`�if
�y'� ALT'S'S'Y'INi'.x '` '�•��'�
$ 20.00 per sample,
Asphalt Core,Density and Thickness S 108.00 set of 3s .
Field Sample/Asphalt Concrete Density, Stability&Flow Tests 1� ;
set _ .
Lab SamplcJA..phalt Concrete Den-�zty, Stability&Flow Tests S 144.50 per se
y per set of 3
with Sieve Analysis
S 300.00 "
As'phaltic Concrete Extraction Test wi 180Aq r sample a:,,?•`!
: r Sieve Analysis $ 1x p rt:,
Asphaltic Concrete Extraction Test with $388.00 r size
..,.,, Qt tY Aggregate Tests Pe ,?
ry Job-Mix Formula tali of A S 368.50 each
Job-Mix Formula
$789.00 each
Job-Mix Formula Three Point Cttrve '}
$ 145.00
Iviamball Stability Lab Sample(Set of 3)
110.00
Marshall Stability Field Sample(Seta
afY9 Asphalt Core Density and Thickness )
"MA 4"Diameter halt Core Per Inch S 2.50
r } Asp $
t 3.50
6"Diameter Asphalt Core Per Inch
` FIELD SERVICES r 5.
Superpave Certified Technician "
$35.O0/hour+Mileage* (1st 8 hours on weekdays) 'Qµr:-�
$52.50/hour Mileage* (After 8 hours and wee
kends .0 rr
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MASONR''MORTAR'i'ESTS
Design
S 225.00
Mix
Masonry Mortar x gn
�+ <p
Compressive Strength Tests-2" x 2"Cubes S 10.00 ,E ,
' Compressive Strength Tests-2"x 4"Cylinders S 10,00
Compressive Strength Tests-3"x b"Grout Cylinders S 10,00 ''
Grout Prisms S 15.0a
Compressive Strength Tests- ,
+ Compressive Strength 4"Block S 15.00
S 20.00 s,
Compressive Strength 6"Block
i Compressive Strength 8"Blocks 30.00 r;
4 '
Compressive Strength 12"Block $ 50.00
S 10.00s
"." 2"x 4" Grout or Mortar Cylinders
$ 10.00
' T x 2" x 2"Mortar Cubes
'Scc 2 Course Masonry Unit Prism Test S 50.00
_- Masonry Mortar Mix Design $225.00
i A•F S 10.00
Haudling and Sawing Irregular Units
S 20.00
R' Compressive Strength of 8" Unit 4 f '
'1` Absorption of Masonry Units $ 30,00
$ 20.00
Density Test of Spray Fireproof
L TEEL INSPEg'Y'IONS
` l Shop Inspection S 35.00/hr. t
Field.Inspection
$ 40.00/hr.
i, NON-DE SmC'rm TESTING `{
=k+ ,t Ultrasonic Test Shop Inspection S 48.00/hr.
S 57.00/hr.
r; > �";,:% x" Ultrasonic Test Field Inspection ' u"u
z R Magnetic Particle Inspection S 4$.00/hr. �
it s'3 ,fit• i'�vf�g j
" t WELDING OPERATOR!QUALMCATION AND INSPECTION
'',2•' Shop Inspection $ 33.00/hr.
; 4 Coupon Guided Bent Tests S 30.00
50.00
Radiographic X-Ray $ � ' • ��, ;�,
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CENTRAL MISSOURI PROFESSIONAL SERVICES, INC.
2600 East McGarry Street a JaHarson City,Missouri 65101.4467 +(573)634-3455 Engineering Surveying {J
FAX(G7':t)634-8898
}> .i HOURLY RATES AND MATERIAL COSTS
Party Chief - office time _------__________________________850 00/hour '{°
Registered Engineer ----------------------------------- =` {='
g 75.00/hour 04. klM r
Registered Land Surveyor ---•--------______________________ '75.00/hour � "
Design Engineer -_--_______-___--_-- --------------- 65,00/hour
.00/hour `
Drafting and Computations _________________.._,___-____.._ 55
Research ------------------------------------------- 50,00/hours',
Clerical -------------------------------------------- 28 00/hour
2 man crew (w/Lenz Total Station ______________________ 89.00/hour {
) -----__---.--------�---_-
?� 3 man crew (w/Lenz Total Station) 102.00/hour
4 man crew (w/Leitz Total Station) ----------------------- 116.00/haur
Drill Rig w/one man ------- ---------------------------- 100.00/haur
Drill Rig w/two men ----------------------------------- 125.00/hour '�'`!•' "°~ '
Myiar Sepia (24" x 36") --------_---------_---------__--- 10 00/each
Mylar Sepia (larger sizes) ______________________________ 8.00/sq.ft
Copies (8-1/2" x 11" or 8-1/2" x 14") ___________________ .10/each
Prints (24" x 36 0) ------------------------------------- q• 00/each � yrG��, '; •
____ -_
Larger Prints ----_________________ . m__-..__--_--,__
10.00/each {+;; �;"
Laths ----------------------------------------------- 40/each
Hubs _____________________________�.__-_-_____-.-_--- .25/each � � �'„
1:
Metal Markers --------------------------------------- 8.00/each
1 .50/each; ,
Iron Pins ____________________________________________
Flats ---'_____________________________ ____.._-__�,____ .25/each
Flags ----------------------------------------------- ,10/each
Steel fence posts -------------------------------------- 8.00/each
Spikes --------------------------------------- 50/each
Flagging ____________________________________________ 2.00/roil
t
r
Mileage --------------------------________ _________ .40/mile
Lodging (per night, per man) 46.00/each
Meals (per day, per man) _-__-_________________________ ($7,$9,$10) � ? yf
;a 26.00/each
is <•f.`.V'�} 7}
11 i I
' Note: 1 . On all out of town jobs (jobs requiring overnight lodging) the clients
shall pay for all lost time due to rain snow, , or other adverse
conditions, as well as all travel time.
' tf 2. When a client requests we work overtime, client shall be
charged 1-1/2 times the above hourly rates. (if C.M.P.S. choses to ;� ��Y?r'f ,
work overtime, client shall not be charged for overtime.) ;"
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Section 02300 (in part)
t.. x ry r.arlS>r .
3.19 FIELD QUALITY CONTROL
'
A. Testing Agency: Owner will engage a qualified independent geocechnical
engineering testing agency to perform field quality-control testing. t ,
B. Allow testing agency to inspect and test subgrades and each fill or backfill layer.
51, Proceed with subsequent earthwork onl y after test results for previously
t.' '
completed work comply with requirements.
t f1
:.,'.,;L;'• .C. Footing Subgrade:' At footing subgrades, at least one test of each sail stratum l,t�r.•h
Subsequent
will be performed to verify design bearing capacities. verification
and approval of other footing subgrades may be based on a visual comparison n
roved by Engineer.
grade with tes ted subgr ade wh en app
'r to
D. Testing agency will test compaction of soils in place according
and ASTM D 293 7, as r'
D 2922 '
ASTM D 1556, ASTM D 2167, ASTM
d frequencies:
applicable. Tests will be performed at the ,fallowing'locations an ,�t�r tiff:
Paved and Building Slab Areas: At subgrade and at each compacted fill
and backfill"layer, at least one test for every 5,000 sq. ft. or less of paved
r �,. �• •
but in no case fewer than three tests. ;. "F
., area or building slab, b east one
t each compacted backfill layer, at l ,�
Wall Backfill: A p
2. Faundation
all length but no fewer than.two tests.
test for each 100 feet or less of w
a
3• Trench Backfill: At each compacted initial and final backfill layer, at least
one test for each 1S0 feet or less of trench length, but no fewer than two
tests. '
E. When testing agency reports that subgrades, fills, or backfills have not achieved ?"
degree of compaction specified, scarify and moisten or aerate, or remove an
replace soil to depth required; recompact and retest until specified compaction is
3rtSi. ,f•�
obtained.
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Section 02741 to art
3.10 FIELI? QUALITY CONTROL
A. Testing Agency: Owner will engage a qualifiled independent testin j t
and
inspecting agency to perform field tests and inspections and to prepare test
-.4 reports.
1. Testing agency will -conduct and interpret tests and state in each reports°y
whether tested Work complies with or deviates from specified
rt requirements.
B. Additional testing and inspecting, at Contractors F expense, will be performed to a+ ;,,.#¢.
determine compliance of replaced or additional work with specified
diS tk'-,
requirements.
!' C. Thickness: In-place compacted thickness of hot-mix asphalt courses will be
P P P
determined according to ASTM D 3549.
r " D. Surface Smoothness: Finished surface of each hot-mix asphalt course will be
tested for compliance smoothness tolerances. (
ance w smoo
g-6
E. In-Place Density: Testing agency will take samples of uncompacted paving (. '}, f• : , +
�j mixtures and compacted pavement according to ASTM D 979. s ,Ya , S.
1. Reference maximum theoretical density will be determined by averaging
,t ,
results from four samples of hot-mix asphalt-paving mixture delivered j �l�j� �h=�;;
}•' daily to site, prepared according to ASTM D 2041, and compacted
according to job-mix specifications.
2. In-place density of compacted pavement will be determined y testing
o p � . ?
�. estin
b
core samples according to ASTM D 1188 or ASTM D 2726. �, ' �
M' a. One core sample will be taken for every 1000 sq. yd. (836 sq. m) or
less of installed pavement, with no fewer than 3 cores taken.
b. Field density of in-place compacted pavement may also be ,3
determined by nuclear method according to ASTM D 2950 and
correlated with ASTM D 1188 or ASTM D 2726.
i F. Remove and replace or install additional hot-mix asphalt where test results or
measurements indicate that it does not comply with specified requirements.
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Section 03310, article 1.4 (in part) ...' ir: .� t
is
D. Testing Laboratory Requirements: Laboratories engaged 'to perform testing4"+'rf3 r
services and prepare mix designs shall _meet the requirements of ASTM E329. :+•-r.,:...'
..;,;..�� Laboratories providing the testing service shalt provide equipment and materials
f required for sampling testing operations specified standards. Laboratories shall
ftunish Engineer a copy of current inspection report to ensure compliance with
ASTM E329. Laboratories shall employ technicians certified by the American
Concrete Institute for all sampling and testing of fresh concrete. Laboratories
,,,} must be approved by Engineer, "
V:. E. Sampling and Testing During Construction to Demonstrate General Compliances
with Specified Properties: The testing laboratory will be required to sample and
test fresh concrete used in the work to determine its acceptability as required by
' ACI 318 and to demonstrate general conformance with specified properties as
follows:
truT
I. Sampling Fresh Concrete: ASTM C172.
? 2. Slump: ASTM C143; one test for each set of compressive strength test
specimens, and whenever consistency of concrete appears to vary. '� '' '` '%
} a. When superplasticizers are added at the site, testing lab will make
slump tests from,each concrete load before adding superplasticizer at xSa ;
it
it l�,'^,•; ". r ` f .ti•s`
and after super-plasticizer has been properly mixed into the fresh ''r"
concrete. ':
I','.;(Ft� "z}'��F"r• qtr,'.' .;
;.r 3. Air Content: One test for each set of compressive strength specimens.
a. ASTM 0231 pressure method for normal weight concrete. z •�r� ;..
4. Concrete Temperature: ASTM C1064; hourly test of concrete temperature ' ?
when air temperature is 40 degrees F and below, and when 80 degrees F
and above• and when each set of cam ression tests specimens is made.
P P '� ,
S. Concrete Uniformity: ASTM C94 (Annex Al); verification of ��t' °,�
conformance to Table AL I requirements at start of work and then ,� �� *•�+.
thereafter when mixing or agitating equipment is changed or mix
consistency appears to vary.
6. Compressive Strength Specimens: ASTM C31; one set of four standard
,:1 ;;, cylinders for each 100'cu ds or fraction thereof, of each concrete e
placed in any one day, or for each 5000 sq ft of surface area placed, unless
{; ;;;�
other-wise a directed. Mold and store cylinders for laboratory cured test �k} .;,;
=;r specimens. 11'�
;r4: Y,
' 7. Compressive Strength Tests: ASTM C39; one specimen tested at 7 days,
two at 28 days, and one retained in reserve for later testing if required.
a. When frequency "
•u�':` gLency of testing will provide less than five strength tests } r'
}{ for a given class of concrete, testing shall be conducted from at least
iljry]` 7%4}j..
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2. Concrete placement date.
3. Testing service name. , . r
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r ' 5. Concrete mir,type.
+ r 6. Location(s) in structure(s) represented by sample tested. ;; '
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8. Actual compressive breaking strength and type of break for 7- and 28-day
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4. Measured slump. ;.
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10. Air content.
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12. Unit weight of plastic concrete and unit weight of hardened concrete as 47
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G. Additional Testing: Make additional tests of in-place concrete as diredted b
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Engineer when test results indicate specified concrete strengths and other
C
qualities have not been attained in the work. Conduct tests to determine
adequacy of concrete by cored cylinders complying with ASTM C42, or by
other methods acceptable to the Engineers
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° Exhibit A
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CITY OF JEFFERSON +hrY1 = `jit '
WATER POLLUTION CONTROL FACILITY EXPANSION
yaw: CONSTRUCTION MATERIALS TESTING
i.
TESTING AGENCY , ,;hx.,,.,,�.!,
QUALIFICATION SPECIFICATION TEST APPROXIMATE
DESCRIPTION OF WORK REQUIREMENTS SECTION DESCRIPTION OF TEST STANDARD NUMBER OF TESTS
t?'' ASTM E 329 f ASTM 0 37401
SOILS TESTING(Note 1) ASTM E 548 02300.1.S.AJ ,
ASTM 0 1556
�Yn•F ��,1!k`
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ASTM D 2167
;r ASTM U 2922 nr' fit};+'' � sr;'•
ASTM D 2937
02300-7.19 Cam pactian of soils in place as applicable 300
ASPHALT TESTING Note 2 ASTM D 3666/ASTM E 548 02741.1.8,9
02741.3.10.0 Thickness ASTM 0 3549 30 r.,
{. per spec 02741
_ 02741-3.10.0 Surface Smoothness 9.7.9 10
02741.3.10.E IN-PLACE DENSITY: y4','ti1 •;,'a,
sampling ASTM D 979 30 + s `f
Reference maximum ead I I> f�i�
dens' ASTM 0 2041 30
•'1?i;' ASTM 0 1166 `-ter;f t”'`;u'•'
,''•:,; In-Place Dens' -Cone Samples AST•IW 0 2726 20
x;+> In-Places Densit -Nuclear ASTM 0 2950 30
ASTM E 329 and AC1 Certified ;i3oi
,:•.i. CONCRETE TESTING Note 3 Technicians 03310-1.4.1) "a 1 titi Sri ;
SAMPLING AND TESTING
ra _.
03310-1.4,E DURING CONSTRUCTION:. ti5
Sampling ASTM C 172 175 � '�• '����+
Slump ASTM C 143 175 ,
Air Content• ASTM C 231 175
Concrete Temperature ASTM C 1064 175
i { Concrete Uniformity ASTM C 94 175
” Compressive Strength. ef'I f� u
Specimens ASTh1 C 31 Ttl0 ' 1r i +�J1�r ;:
11 Compressive Strength-Tests ASTM C 39 550
per spec 03310
03310-1.4,F Reports 1.4.F $50
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f ;� Compressive Strength of in-
4
Oil 03310.1,4,G lace concrete ASTM C 42 10
I,yyx NOTES
LF�4 9� testing.
1. See attached specification amide 0230Q-3.19 far a description of die scope of
t I 2.See attached specification article 02741-3.10 for a description of the scope of testing.
3.See attached specification paragraphs 03310-1.4,DtVFfG for a description of the scope of testing.
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CENTRAL MISSOURI PROFESSIONAL SERVICES, INC,
Engineering•Surveying r` °
,x 2500 East McCarty street•JeNerson City, Missouri 65101-4467•(573)634-34551"'"
Materials Testingx '
Fax(573)634-8898
2001
SCHEDULE OF SERVICES AND FIFES
iS4}n}:
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SOMS TESTING t.
S 45.00
v� Atterberg Units
` Moisture Content S 5.00
j $ 40.00 S pecifc Gravity
Sieve Analysis $ 45.00
Grain.Sue Analysis(Hydrometer) S 45.00 �
`; Permeability $ 100.00
Swell $ 100.00
S 30.001hr+mileage
{{{{
. nl Soil Sampling a.. 3`....
Moisture Density-STD Proctor 4"(Method A&B) $ 120.00
$ 120.00
Moisture Density-STD Proctor 6"(Method C)
Moisture Densi MOD Proctor 4"(Method A&B) S130.00
Moisture Density MOD Proctor 6"(Method C) $ 170.00
$ 90.00 t f44 �
`< Grain Size Distnbution and Hydrometer
Grain Size Distn'butxon $ 45.00
h'.
x�AY Grain Size#200 Wash $ 40.00
rt
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5±.j ! Yq t
NUCLEAR METHOD `°
s�.4
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$32.00/hour+Mileage* (1st 8 hours weekdays)
$48.00/hour+Mileage* (after 8 hours and weekends) ;
AGGREGATE TESTING
` gate $ '35.00 t , •it 11
U Sieve Analysis Dry Aggregate
. ,
.;.•y Sieve Analysis Fine Aggregate Wei Sieve $ 40.00
Sieve Analysis Coarse Clean Aggregate Wet Sieve $ 40.00
f'h.
Sieve Analysis Coarse Clean Well Graded Aggregate Wet Sieve $ 50.00 ;x;
y $ 30.00 ` 1
' Deleterious Materials {
$ 110.00
`r Light Weight Particles
'f4
Chert Content $ 30,00
ra} Washed Gradation $ 40.00
Specific Gravity and Absorption(Coarse or Fine) S 35.00
n . Dry Rodded Weight $ 15.00 2 M
$160.00
ri Soundness Test(5 Cycle) :^
.. $100.00 ;t.
L.A.Abrasion
Coal and Lignite
S 30.00
S 3Z.00/hr+mileage # ,
Field Sampling ,
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CONCRETE FIELD SERVICFS i
` • perform Slump&Air, Cast Cylinders,Beams,Cubes
ACI Certified Technician(First 8 hrs. Weekdays) $ 32,00/hr. ? ti
to (After 8 hrs.&Weekends
il! g CONCRETE TESTIN
Cylinder Compressive Strength $ 11.00
Cylinder Mold $ 1.00
�.
Concrete Cylinders Not Tested $ 6.00
Cutting Irregular Concrete Cylinders $ 25.00
Concrete Cores(Trim,Ca &'Pest $ 25.00
P )
Concrete Beams(Flexural Strength) "
$ 20.00
' Handling&Curing of Units not Tested $ 6.50
yl;r Handling&Sawing of Irregular Units { � ` J
Y 7z Concrete Coring 2" 3" 4" 5" 6" &8" $ 25.00 '1
$ 32.00/lu:.+bit charge Concrete Mix Mix Desi� -Laboratory Trial Hatch Method $350.00
Design r3`
Additional Batches(Using Same Aggregates) $ 180,00 , ,a
Concrete Mix Design by 3 Point Water/Cement patio $650.00
MPHALT TESTING
,Asphalt Core,Density and Thickness '`
$ 20.00 per sample �,r', •'� ' ..,��'
Field Sample/Asphalt Concrete Density, Stability&Flow Tests $ 108.00 per set of 3
Lab Sample/Asphalt Concrete Density, Stability&Flow Testsu' "
• $ 144.50 per set of 3 f. , � •�~<�,
Asphaltic Concrete Extraction Test with Sieve Analysis >,
Y $300.00 per set of 3 } � " �L•,•,.
`s Asphaltic Concrete Extraction Test with Sieve Analysis
Y $ 180.00 per sample
Quality Aggregate '
`+l ,• Job-Mix Formula of Tests $388.00 per size
Job-Mix Formula $368.50 each
Job-Mix Formula Three Point Curve $789.00 each
Marshall Stability Lab Sample(Set of 3) $ 145.00 �;i
f , Marshall Stability Field Sample(Set of 3) $ 110.00 f, "�Oe•
Asphalt Core Density and Thickness $ 20.00 w'
4"Diameter Asphalt Core Per Inch $ 2.50
6"Diameter Asphalt Core Per Inch $ 3.50
Ott 55,,
{{� FIELD SERVICES rs�°
Superpave Certified Technician
$3 5.00/hour+Mileage* 1 st 8 hours on weekdays)
ax
? $52.50/hour+Mileage* (After 8 hours and weekends)
(Coring must also include Technician Time and Mileage)
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MORTAR TESTS
A LASO
$225.00
yr 1Y Masonry Mortar Mix Design
$ 10.00
Compressive Strength Tests-2"x 2- Cubes
4" cylinders $ 10.00
Compressive Strength Tau-2" x
Compressive Strength Tests-3"x 6"Grout Cylinders $ 10.00
Compressive Strength Tests-Grout Prisms S 15.00
Compressive Strength 4"Block $ 15.00
Compressive Strength 6"Block $ 20.00
Compressive 30.00
ssive Strength 8"Block $ 50.00
Compressive Strength 12"Block $ 10.00
2"x 4" Grout or Mortar Cylinders $ 10.00
2"x 2" x 2"Mortar Cubes
2 Course masonry Unit Prism Test S 50.00$225.00
Masonry Mortar Mm Design.
$ 10.00
Handling;and Sawing Imgular Units
Unit $ 20.00
Compressive Strength of 8 Masonry
$ 30.00
Absorption of MaSOMY Units
Density Test of Spray Fireproof $ 20.00
S AL STEEL INSPECrIONS
S 35.00/hr.
Shop inspection
Field Inspection $ 40.00/hr.
' ' " NON-DESTRUCTIVE MG
,AIV,
S 48.00/hr.
Ultrasonic Test Shop Inspection
$ 57.00/hr.
Ul=.sonic Test Field inspection
$ 48.00/hr.
Magnetic Particle Inspection
WELDING-OPE
UALIT ICATTO�N AND INSPECTION
OPERATOR
1.3 Shop Inspection 33.00/hr.
S 30.00
Coupon Guided Bent Tests
Radiographic X-Ray $ 50.00
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MISSOURI PROFESSIONAL SERVICES, INC.
•
CENTRAL
�� •.) J lS��r fi SI,P jar ,
9500 East McCarty Street•Jefferson City,Missouri 65101-4467.(573)634-3455 Engineering Surveying
FAX(573)634-8898
Of
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M HOURLY RATES AND MATERIAL COSTS
- ffice time ---------------------------------$50 00/hour
Party Chief of=`
------------------------ 75.00/hour
Registered Engineer ----------- 75.00/hour
_________________«__ _--__-_- -
Registered Lan d Surveyor
a•r>i=:',`
__,___ __,__--____-___ 6x.00/hour
Design Engineer _______________
Drafting and Computations --------«------------- -M� � 55.00/hour ;
1Y, ____ ......__....,..____..._..._...__.._.......,...__.__...__ zlvf {
50.00/hour
Research --_ �
°'J ____-___�_______________---- 28.00/hour :,;
rj Clerical -----_--_.._______ __-__«_________________
:i 2 man crew (w/Leitz Total Station)
89.00/hour �`^t �;��t•
102.04/hour ; :''`;
3 man crew (w/Leitz Total Station) -----------------------
_______.._____________«_ 116.00/hour `;'.'
4• man crew (w/Leitz Total Station)
Drill Rig w/one man ------°_ ---w-______-____«__________._ 100.00/haur
_-_________..____________________ -"
: i Drill Rig w/two men --- 125.00/haur _; fs
10.00/each : '
Mylar Sepia (24" x 36") ____________________..___-______
__-��_- t
p. -__-__.«_________________ iloo/sQ.ft
M lar Sepia (larger sizes) ka~<c�=,r���•,��:�a,
Copies (�1/2" x 11 " or 8-1/2" x 14") __M________________ .10/each :fa: � •;y�; x
v t; - 4.00/each ,'
Prints (24" x 36") -----------------------------------
.,
_ _______________ 10.00/each
'+ Larger Prints
�+ i•u i
t; .40 each
•f -�{ ',a }"'E�t* --------------- ------___--___...___�....__-..__.._�.,____ .40/each J t�`,r r �•�•�.
A:,: '4.Y'•,y
Laths / t'3
-a_wow.•v_w,. •
:fs, --------------------------_.---_____ -- .0 each
Hubs
�5 ---------------------«----_--_----__-_- 3.00/each
• Meta! Markers ;.�• �'� " �'``'
--------------------------
-___ __________________«________«___ 1 .50/each ;
- - "^
F
iron lats Plns ___________ ---------------------------------
_________________ _ _____.___-_ .25/each
l _______________.w______-___.________-____ ,10/each ^
Flags _------ ----------------- each a4,,
t Steel fence posts --«----------------- 5.00/
i° «________________________________ .550/eachJ. � r,,`'d
Spikes ----______-__
---------- 2.00/roll ::�>
,FY..
Flagging ---__________«_�-_-M-------------�___--__-- .40/mile
Mileage _____________ 46.00/each �-��•,' '
Lodging (per night, per man) ------------------------«--
- �3"
7 26.00/each ($7,$9 10)
Meals (per day, per man) - • ��rz;�r:��
Note: 1 . On all out of town jobs (jobs requiring overnight lodging) the client d �r
shall pay for all lost time due to rain, snow, . or other adverse V +�
.�� conditions, as well as all travel time.
2. When a client requests we work overtime, client shall be
, .,
3 chargedl-112 times the above hourly rates. (If C.M.P.S. chores to �)
shall not be charged for overtime.) ,'�}''
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•'f'*"r� A 'S;- n, ,•;?r xi. .�• .tl r ; 1.... $ r:+f:�v +Fefx F..�•�-Gi S: tc;y L{... •t <V,r w �" 'z'ti ':tA rz'S .tt(vj;c.` f ., !
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f fro: Section 02300 (in part)
Pt�
Y' 7 rli;' 444 `9
1r 3.19 FIELD QUALITY CONTROL `� a
A. Testing Agency: Owner will engage a qualified independent geotechnical ,
engineering testing agency to perform field quality-control testing. I'
'r B. Allow testing agency to inspect and test subgrades and each fill or backfill layer. ;,
' Proceed with subsequent earthwork only after test results for previously
completed work comply with requirements.
C. Footing subgrade:• At footing subgrades, at least one test of each soil stratum
will be performed to verify design bearing capacities. Subsequent verification _ : S,m �:'•,r�
and approval of other footing subgrades may be based on a visual comparison of
} t.. Ftrif :
subgrade with tested subgrade when approved by Engineer.
c rof .�..,1..
r D. Testing agency will test compaction of soils in place according to Rz'
r ASTM D 1556, ASTM D 2167, ASTM D 2922, and ASTM D 2937, as 4�
' applicable. Tests will be performed at the followin •locations and frequencies:
1. Paved and Building Slab Areas: At subgrade and at each compacted fill
,.
and backfill, layer, at least one test for every 5,000 sq. ft. or less of paved ;
x area or building slab, but in no case fewer than three tests. t�
2. Foundation Wall Backfill: At each compacted backfill layer, at least one
test for each 100 feet or less of wall length, but no fewer than two tests.
nsr
3. Trench Backfill: At each compacted initial and final backfill layer, at least _.
one test for each 150 feet or less of trench length, but no fewer than two r ;J�.•,
tests.
E. When testing agency reports that subgrades, fills, or backfills have not achieved
..:
Y.th degree of compaction specified, scarify and moisten or aerate, or remove and = {I
•,4t replace soil to depth required; recompact and retest until specified compaction is
obtained.
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Section 02741 (in part) ?'°'
1` orpY, $`'Fr 3.10 FIELD QUALITY CONTROL
S A. Testing Agency: Owner will engage a qualified independent testing and
•t inspecting agency to perform field tests and inspections and to prepare test �Yt}
,M reports.
1. Testing agency will conduct and interpret tests and state in each report ;I
` whether tested Work complies with or deviates from specified :€.ry.
requirements.
i i1s .
;r B, Additional testing and inspecting, at Contractor's expense, will be performed to
determine compliance of replaced or additional work with specified
requirements. Cdr
?r, C. Thickness: In-place compacted thickness of hot-mix asphalt courses will be
determined according to ASTM D 3549.
D. Surface Smoothness: Finished surface of each hot-mix asphalt course will be
r=� tested for compliance with smoothness tolerances.
•��i-i � it J�
E. In-Place Density: Testing agency will take samples of uncompacted paving
mixtures and compacted pavement according to ASTM D 979.
1. Reference maximum theoretical density will be determined by averaging '
l:' N results from four samples of hot-mix asphalt-paving mixture delivered "h
daily to site, prepared according to ASTM D 2041, and compacted .
nfr according to job-mix specifications.
A.:,•
2. In-place density of compacted pavement will be determined by testing
U 1�,
care samples according to ASTM D 1188 or ASTM D 2726.
a. One core swn le will be taken for every 1000 sq. yd. 836 sq. m or
` less of installed pavement, with no fewer than 3 cores taken.
p b. Field density of in-place compacted pavement may also be
determined by nuclear method according to ASTM D 2950 and 7Yy(J��
correlated with ASTM D 1188 or ASTM D 2726. ,
F. Remove and replace or install additional hot-mix asphalt where test results orkf'=
,. measurements indicate that it does not comply with specified requirements.
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Section 03310, article 1.4 (in part)
h4T��t}ill
D. Testing Laboratory Requirements: Laboratories engaged to perform testing
services and prepare mix designs shall _meet the requirements of ASTM E329.
Laboratories providing the testing service shall provide equipment and materials �t.
required for sampling testing operations specified standards. Laboratories shall ' ��•:,t''x':vi
furnish Engineer a copy of current inspectioxi report to ensure compliance with
ASTM E329. Laboratories shall employ technicians certified by the Americana
Concrete Institute for all sampling and testing of fresh concrete. Laboratories
v`;fi G must be approved by Engineer. `'
+` E. Sampling and Testing During Construction to Demonstrate General Compliance
;t with Specified Properties: The testing laboratory will be required to sample and
„t test fresh concrete used in the work to determine its acceptability as required by
ACI 318 and to demonstrate general conformance with specified properties as
follows:
1. Sampling Fresh Concrete: ASTM C 172.
2. Slump: ASTM C143; one test for each set of compressive strength test �`�
specimens, and whenever consistency of concrete appears to vary. w `
When superplasticizers are added at the site, testing lab will make
slump tests from teach concrete load before adding superplasticizer
and after super-plasticizer has been properly mixed into the fresh ? . 1
concrete.
3. Air Content: One test for each set of compressive strength specimens.
a. ASTM C231, pressure method for normal weight concrete.
t>5:d 4. Concrete Temperature: ASTM C 1064; hourly test of concrete temperature
.t' :a%•,t' '�'!' tip,
when air temperature is 40 degrees F and below, and when 80 degrees F ;;~.' '
and above; and when each set of compression test specimens is made.
$. Concrete Uniformity: ASTM C94 (Annex Al); verification of
conformance to Table A1.1 requirements at start of work and then ,
mix
thereafter when mixing or agitating equipment is changed or
consistency appears to vary. •
�°� _; 6. Compressive Strength Specimens: ASTM C31; one set of four standard
cylinders for each 100 cu yds or fraction thereof, of each concrete type.
laced in an one day, or for each 5000 ^ ft of surface area laced unless
r't } .
otherwise directed. Mold and store cylinders for laboratory cured test ;x
specimens.
7. Compressive Strength Tests: ASTM C39; one specimen tested at 7 days,
3� Q two at 28 days, and one retained in reserve for later testing if required.
�{ a. When frequency of testing will provide less than five strength tests
,•, for a given class of concrete, testing shall be conducted from at least 't
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five randomly selected batches or from each batch if fewer than five
14, are used.
F. Laboratory Reports: The laboratory performing "Testing During Construction E'i
to Demonstrate Compliance with Specified Properties" is required to submit,
simultaneously to the Engineer and Contractor, reports of the tests on the same
da y they are made. These reports must include the following information. as
applicable:
1. Project name and structure.
2. Concrete placement date.
3. Testing service name.
4. Technicians name(s) and date(s) of certification,
5. Concrete mix, type.
,,;g 6. Location(s) in structure(s) represented by sample tested.
7. Specified design compressive strength.
8. Actual compressive breaking strength and type of break for 7- and 28-day
compressive strength tests. hr
9. Measured slump.
10. Air content.
11. Concrete temperature as required.
12. Unit weight of plastic concrete and unit weight of hardened concrete as
required.
G. Additional Testing: Make additional tests of in-place concrete as directed by
Engineer when test results indicate specified concrete strengths and other. X
qualities have not been attained in the work. Conduct tests to determine
adequacy of concrete by cored cylinders complying with ASTM C42, or by
other methods acceptable to the Engineer.
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riili \> SYfte�i'�f f P 3
CITY OF JEFFERSON ,,;•'f' _ t;
CONTRACT FOR PROFESSIONAL SERVICES `t
THIS CONTRACT, made and entered into this day of , 2002, by and between the
City of Jefferson, a municipal corporation of the State of Missouri, hereinafter referred to as the"City,”
y with offices at 320 East McCarty, Jefferson City, Missouri, 65101, and Central Missouri Professional
Services, Inc. (CMPS), hereinafter referred to as the "Consultant," with offices at 2500 East McCarty
Street, Jefferson City, Missouri, 65101.
tr. Zu�t z
WITNESSETH:
THAT WHEREAS, the City desires to engage the Consultant to render certain technical and consulting
4 services pertaining to the surveying and layout design to realign a four hundred foot section of sewer '
line designated as P.S. 482
THAT WHEREAS, Consultant has made certain representations and statements to the City with respect °S.
' to the provision of such services and the City has accepted said proposal to enter into a contract with
the Consultant for the performance of services by the Consultant.
'
NOW TH ER EFOR E,for the considerations'herein expressed,itisagreed byand between the Cityand the '
Consultant as follows:
'Grp y�ti�'•,�}',�
•" 1. Scor~re of Services.
Z�,'r>rkti"x il�:`ilH�i:_•,s'�:�
The Cityagreesto engage the services of the Consultant to perform the services pertaining tothesurveying rr •i4�7 ', xr•,:.;f;i
'`';•.' and layout design to realign a four hundred foot section of sewer line designated as P.S. 482 hereinafter
set forth in Exhibit A, attached hereto and incorporated herein by reference. k�+rf;' ,�•'':zi{��.,;';f
' 2. Additions or Deletions to Services.
f rt r4�tl ti.�i()A �l
The City may add to consultant services or delete therefrom activities of a similar nature to those set forth >
in Exhibit A,provided t hot 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 on the direction of
c, ti the City. All such directives and changes shall be in written form and approved by the Director of
2 Community Development and shall be accepted and countersigned by the Consultant or its agreed
representatives. �;s7,�` �s�" t' .a•
'< The Consultant will perform any additional work requested by the City which is not specifically covered in
5w'f�r>5nu
the scope of work as defined herein at a reasonable fee or compensation to be agreed to between the
t
a '
City and the Consultant at the time an such service may be required.
Y Y Y q
3. Manner and Time of Completion � `�.
Iry
This Contract shall remain in force from the date Consultant to ordered to proceed for 14 calendars days
from the date Consultant is ordered to proceed,which order shall be issued by the Director of Community
firs;'
Development,within ten(10) days after the date of this contract,
ilk 4. Existina Data. ' xr < ':_
hr p g, necessary carrying
'��• All information,data and reports as are existing,available and necessa for the in out of the work, " �)
x shall be furnished to the Consultant without charge by the City, and the City shall cooperate with the t•rk;'. ;u
Consultant in every reasonable way in carrying out the scope of services. 4 ,y
H:\Contract Flles\Professional Sefv!ces\cmp\PS 482 1-28-02.v:pd "'•%a?�''''^,
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5. Personnel to be Provided. : ; ;
The Consultant represents that the Consultant has or will secure at Its expense all personnel required to Pr ;r}
perform the services called for under this contract by the Consultant. Such personnel shall not be
employees of the City or have any contractual relationship with the City except as.employees of the 1
t ,
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 full
p p y qualified and shalt be
`+YR' authorized under state and local law to perform such services. None of the work or services covered by ,zraNwtY,t'l'
this contract shall be subcontracted without the written a r�` r,'t, ”+:•''
pproval of the City.
6. Notice to Proceed.
c eed•
The services of the Consultant shall commence as directed in the Notice to Proceed and shall be
>ar Yil Try 1
:1 undertaken and completed in accordance with the schedule contained in Exhibit A.
7. Comoensation.
The total amount for professional services rendered under this shall not exceed Two Thousand Dollars i r r4
($2,000,00).
8. Failure to Perform Cancellation ,
If,through any cause,the Consultant shall fail to fulfill in timely and proper manner its obligations under this �� f't -� •tlT�',,E' :'
contract,or if the Consultant shall violate any of the covenants,agreements,or stipulations of this contract,
the City hall thereupon have the right to terminate this contract b
Y p g y giving written notice to the Consultant
of such termination and specifying the effective date thereof,at least five(5)days before the effective day }P,,
s:
of such termination. The Consultant or the City may terminate this contract upon thirty (30) days prior
written notice. In the event of termination, all finished or unfinished documents, data, studies, surveys,
,t�-�,:�:�;�:J.�• drawings, maps, models, photographs, and reports or other materials prepared by the Consultant under
.}��'}jt �+a.+•i :�'���yyL�.n�,'}[.,iS•t 1.
this contract shall, at the option of the City, become its property, and the Consultant shall be entitled to <�•��'���;
receive just and equitable compensation for any satisfactory work completed on such documents and }'
arry•;q r�rA..
other materials. r;; fjx
t'^� . P'sslonment•
The Consultant shall not assign any interest in this contract, and shall not transfer any interest in the same ,
t
(whether by assignment or novation),without prior written consent of the City thereto. Any such assignment4 .t4 ,
is expressly subject to all rights and remedies of the City under this agreement,including the right to thane
or delete activities from the contract or to terminate the same as provided herein and no such assignment
f shall require the City to give any notice to any such assignee of any actions which the City may take under
1`h
this agreement, though the City will attempt to so notify any such assignee.
10. Confidentiality.
An reports, data or similar information given to or prepared or assembled b the Consultant under this
Y p 9• P p Y N
Contract which the City requests to be kept as confidential shall not be made available to any individual ` )i`'0.
Y=;'t or organization by the Consultant without prior written approval of the City. -
11 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 .;+
fit
low any employee of the Consultant or applicant for employment and shall include as similar provision in all
} subcontracts let or awarded hereunder.
t'. Kwonlract Files\Professional SeMCeS\emps\PS 482 1.28-02.wpd - 2
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12. . Independent Contractor.
r The Consultant is an independent contractor and nothing contained herein shall constitute or designatej,f,t,a;,,
r the Consultant or any of its agents or employees as agents or employees of the City.
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13. Benefits Not Available.
The Consultant shall not be entitled to any of the benefits established for the employees of the City nor be
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covered by the Workman's Compensation Program of the City.
14. Mabit� �,���E
The parties mutually agree to the following:
(a) In no event shall the City be liable to the Consultant for special, indirect or consequential fi,:;'s:•
damages, except those caused by the City's negligence arising out of or in any way
connected with a breach of this contract. The maximum liability of the City shall be limited
to the amount of money to be paid or,received by the City under this contract.
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(b) The Consultant shall indemnify and hold the City harmless from and against all claims,
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losses and liabilities arising out of personal injuries, including death, and damage to
property which are caused by the acts, errors and omissions of Consultant for which they
would be otherwise legally liable,arising out of or in anyway connected with this contract. '
15. Documents. t,. �;• h .�^`.i�,:
1
M•Ct4 "
St `M i'�',
Reproducibies 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 the ,7i,�1
:. .;i work. Copies of basic survey notes and sketches, charts, computations, and other data prepared or ,(` u ' rk;>-.
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 ofx
copying and delivering same.
16. idonsolicitation,
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The Consultant warrants that he has not employed or retained any company or person,other than a bona
t. ,•. y�SS,s.•.�.
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
Consultant,any fee,commission,percentage,brokerage fee,gifts,or any other consideration,contingent
upon or resulting rom the award or making of this contract.For breach or violation of this warranty,the Cit �� ^�*' t'i'
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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, i'st,rat7 4r;
brokerage fee, gifts, or contingent fee. percentage, •.
17. Books and Records.
q 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 '' Y.
�r 'a•
materials available at their respective offices at all reasonable times during the Contract and for a period � `' � .•!r•
of three (3) years following completion of the Contract,
18. Deia s. }�¢'
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The Consultant shall not be liable for delays resulting from causes beyond the reasonable control of the ;,; }. •',.
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I� , Consultant;the Consultant has made no warranties,expressed or implied,which are not expressly set forth
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in this contract; and under no circumstances will the Consultant be liable for indirect or consequential
.` damages.
0 19. Notices.
All notices required or permitted hereunder and required to be in writing may be given by first class mail
4 addressed to the City of Jefferson, c/o Director of Planning and Code Enforcement, at 320 East McCarty
Street, Jefferson City, Missouri, 65101, and CMPS,2500 East McCarty Street, Jefferson City, Missouri, 65101. , 5, E f
}�'� The date and delivery of any notice shall be the date failing on the second full day after the day of mailing. ..
;\S, 20. Law to Govern.
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This contract shall be governed by the laws of the State of Missouri as to both interpretation and 3
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performance.
IN WITNESS WHEREOF, the parties hereto have set their hands and seals this day of
2002.
CITY OF JEFFERSON, MISSOURI CMPS ►�?����''`��i� a4i4�=,
1�f,. � mac.-' ��tS�60.Lc. �/''(.•�� �y.
City Administrator , P.E.
Robert M. Bates, P.E.
ATTEST:
�ity Clerk -� � ,, �`• � if�;k,
APPROVEDA TO FO /� //``�� � ' }`
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Finance Department-Purchasing
320 East McCarty}Street
Jcffers'on Q1,,410 63101
573-634-6324
Fax 573-634.6.321
a X
;( = Januaty 11, 2002 ' 4 ..
name
company ,. w
address i4~"
city,state,Zip 'r ' w
q Gentlemen:
The City of Jefferson is soliciting a letter of interest and statement of qualifications for y� sui�, °.,,
professional services. The project will include surveying and layout design to realign a four ;
hundred foot section of'sewer line as shown on Central Missouri Professional Services job
number 95-61 and designated P.S. 432. The design, done in 1995 needs to be modified to
minimize damage and disruption to current property affected by the original alignment. Thek�t;;;',,.
t; attachment shows the general location of•the realignment. The design must include all
requirements of Panhandle Eastern where the sewer crosses their gas lines and within PE '*r'
easement. The work is to be completed in three (3) calendar days after the notice to proceed. rx�``Gµµ,
�.'�;Vii.. ,Yi;}t,i''?r'c fit•'.,;;,
The selection committee will consider the qualifications of each firm as follows: 4 °' 4z
The specialized experience and technical competence of the firm as related to the project.
- The capacity and capability of the firm to perform the work within the. time frame stated. ��/ ,�yti'xr.tt
Nf �l `�cal:��„•
The past record of the perlorniance of the firm with respect to factors such as cost control, f,}
" irry
quality of work: and the ability to meet schedule.
The following items should be addressed in preparing responses for consideration:
A description of your firm's ability to provide the services being requested. ( .a
A discussion of issues relating to the anticipated time to perforrn the requested design ands}Mt.=�`
b p' f q b AJat t` f#: �°�;V
d any time constraints that may affect the project schedule, r;:°• tif;,.";4
ts.54�F' +� f•;.,sr,
Identify the key personnel in your firm that would be assigned to the project and the
All
experience they have in projects similar in scope. I` .
An outline of the information that-the City would be requested to provide on the project. ` 'Grp ;
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The selection Committee will rank the firms based on their submittal of interest, qualifications,
and responses to th.e items listed. The firm ranked first will be requested to prepare a proposal
for the work.
All responses must be received by 3:00 P.M. on Friday, January 18, 2002 addressed to:
a
.r.
'1 Terry Stephenson, Purchasing Agent
City of Jefferson
ni Finance Department - Purchasing
320 East McCarty Street
sl Jefferson City, MO 65101
If you have questions, my telephone number is 634-6325,
Ir1
{ Sincerely,
Terry Stephenson
Purchasing Agent
enclosure (2)
cc: Rich Mays
Pat Sullivan s
Steve Schlueter
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