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2001-31
BILL NO.
SPONSORED BY COUNCILMAN Jackson .. '$' "
ORDINANCE NO. /
AN ORDINANCE OF THE CITY OF JEFFERSON, MISSOURI, AUTHORIZING THE
MAYOR AND CITY CLERK TO EXECUTE AN AGREEMENT WITH GOODWIN
y BROTHERS CONSTRUCTION COMPANY FOR WASTEWATER TREATMENT PLANT . ;r ,
CONSTRUCTION PROJECT,
SS r' MR
'i WHEREAS, Goodwin Bros. Construction Company has become the apparent lowest and
best bidder on the Wastewater Treatment Plant Construction Project; 'a ,L�'> ;r: '
r NOW, THEREFORE, BE IT ENACTED BY THE COUNCIL OF THE CITY OF � � , � ..:
JEFFERSON MISSOURI, AS FOLLOWS: w `
is �•1��<�..!�`�P Yi#t°''.
Section 1. The bid of Goodwin Brothers Construction Company is declared to be a � lrt j.y;
the lowest and best bid and is hereby accepted.
.;
Section 2.The Mayor and City Clerk are hereby authorized to execute an agreement
with Goodwin Brothers Construction Company for Wastewater Treatment Plant
Construction.
Section 3. The agreement shall be substantially the same in form and content asi
that agreement attached hereto as Exhibit A.
A3
Section 4. This Ordinance shall be in full force and effect from and after the date
of its passage and approval.` " '"� "f
Passed: Approved:
i
Mayor r
residing Officer
FORM:
APPROVED AS TO FO :
t" X�
ATTEST:
"e ity CI rk City CoGhselor '
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S'I'A'rE OF MISSOURI Nil) Iliilden, (Imernor • Stephef .0I, Nkiliftwd, Direct,)r
I)EPARTIVIENT OF NATURAL RESOURCES
.y
April 21, 2003
�{ k
Mr. Patrick E. Sullivan 4Yi}`i t�E�r,,l ;rh; +
Director of Community Development �t '.
City of Jefferson
320 East McCarty Street
Jefferson City,MO 65102
RE: C295401-03 Jefferson City,Missouri,Water Pollution Control Facility Expansion it r r lri� ,
Change Order No. 6
_r
�i N S'..t....:E:{a is'�,'.:•i
Dear Mr. Sullivan:
Enclosed is approved Change Order Number 6 to the contract for the Wastewater Treatment Facility
Expansion contract with Goodwin Brothers Construction for our State Revolving Fund Project, ;it+
C295401-01. This change order increases the eligible cost of construction by the amount of$40,995.00.
There is no effect on the construction time.
Invoices from your engineer should clearly separate eligible and ineligible costs. We suggest the invoice
refer to the date of this letter for eligibility purposes. Failure to clearly separate eligible and ineligible
� Y P 1P Y P �• g
costs may result in the disallowance of project costs should the project be audited after project closeout. !?%Nr
Financial assistance on this project is limited to the amount of the loan and can not be increased. av �';.;1r
This change order is for your official project records and should be maintained on file for a minimum of
four ears following completion of disbursements. This date may be found in the financing documents of f 11w'v;"
Y d p Y g ;h ,
your loan agreement. '"
Sincerely(
�rjr'hs .'.•'
WATER POLLUTION CONTROL PROGRAM , !''1
Donald E.Modesitt P.E. fk
E Tr l�rJ' yr. ��,'•�.t�a
Project Review Engineer i' Yfu�5i:•f,.
DEM:Ism
Enclosure
` i, {j.rtrtwu
c: Phyllis Powell, City Clerk
Bob Schmitt,P.E.,Jacobs Civil, Inc.
2,
Darrell Darrell Barber, Financial Services Section
Jefferson City Regional Ofq�et,�riry and excellence in all we do •`
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STATE,OF MISSOURI Bob Holden, Governor + Stephen NI, Mahl'ood, Director
DEPINIVI MENT OF NATURAL RESOURCES
a '
•;,, ,..� ww��.dttr,statc.nto.us
jl
June 5,2003f ,,r
Mr. Patrick E. Sullivan, Director of Community Development g�
t,
City of Jefferson
''II k>. , FJ 1�,tyt'''• •
ti�Gi^«h^}t 1sf4'A 3Y�l'f r
320 East McCarty Street
IoGyAk*��bty�xg� `t .
Jefferson City, MO 65102
RE: C295401-03 Jefferson City,Missouri, Water Pollution Control Facility Expansion
' Change Order No. 7
II f�,„:}ter t a���<{•P��Fti.I
t. Dear Mr. Sullivan:
Enclosed is approved Change Order Number 7 to the contract for the Wastewater Treatment Facilityy � i,
n ;sacs:ly`��a,•��;.h'�t..,r,
Ex ansiori contract with Goodwin Brothers Construction for our State Revolving Fund Project.This
f change order increases the eligible cost of construction b the amount of$130,483.00 for a revised tx
contract rice of$14,773,747.84. Final payment time is extended thirty 30 days for a total of 760 days. d ±I trr:=th?
�;.r.
Invoices from your engineer should clearly separate eligible and ineligible costs. We suggest the invoice � s ”
refer to the date of this letter for eligibility purposes. Failure to clean separate eligible and ineligible
g Y P�'P Y P b'i g
costs may result in the disallowance of project costs should the project be audited after project closeout. +{* ` �L''•i '
Financial assistance on this project is limited to the amount of the loan and cannot be increased.
.rrl ,1�5�,���E!µ��Y!•,�N!
This change order is for your official project records and should be maintained on file for a minimum of
k 'l 3 3
I'r• four years following completion of disbursements. This date maybe found in the financing documents of
i;;
your loan agreement. 1,
Sincerely, ?.t * W;'•Ns '
VR
'ra WATER POLLUTION CONTROL PROGRAM
..fit kit '} 4', '•,.t>;i•i•r.
mss• .3i�,+I,^ °.'l+ .z":'�'�I
�{ Donald E. Modesitt,P.E.
r Project Review Engineer1 `r` ¢ '
DEM:lsm s-#
Enclosure ,.°
.. F ra ,
c: Phyllis Powell,City Clerk +
Bob Schmitt,P.E.,Jacobs Civil, Inc. },
Darrell Barber, Financial Services Section ` s
? Jefferson City Regional Office `
Integrity and excellence in all we do
QLM'U13 PAPER "• y
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II STATE OF,MISSOURI Boh mimen,Govemor•stepheni,N,Nahfood,Director
DEC A TINT CAF NATUR.A,.]L RESOURCES
DIVISION OF ENVIRONMENTAL QUALITY
vyt•j` ,'.f3`,;'?fit'';_,
P.O. Box 176 Jefferson City, MO 6710?-0176 viz, >, ��c•,},.;,::'.;;
February 21, 2002 :}
Mr. Patrick E. Sullivan, Director of Community Development
City of Jefferson
320 East McCarty Street " �f
P 14"v:
Jefferson City, MO 65102
RE: C295401-01 Jefferson City, Missouri, Water Pollution Control Facility Expansion
Dear Mr. Sullivan: .),
ray rs
t Enclosed is approved Change Order Number 3 to contract the Water Pollution Control Facility
Expansion with Goodwin Brothers Construction for your State Revolving Fund project. This change
order increases the eligible cost of construction by the amount of$21,000.93. This change order has .°; IP
no effect on construction time.
r.r,x !�';'..
I Invoices from your engineer should clearly separate eligible and ineligible costs. We suggest the
invoice refer to the date of this letter for eligibility purposes. Failure to clearly separate eligible andr''`'
-.
ineligible costs ma y result in the disallowance of project costs should the project be audited after
project closeout. '� r'}
Financial assistance on this project is limited to the amount of the loan and cannot be increased. ,; '
This change order is for your official project records and should be maintained on file for a minimum
of four ears following the completion of disbursement. This date may be found in the financing
Y b P Y g
r�
! documents of your loan agreement.
Sincerely, wAAA}Y• }t
WATER POLLUTION CONTROL PROGRAM
Donald E. Modesitt, P.E. ''•t::.
Project Review Engineer
DEM:Ism °`
.f lU.i9
Enclosure t �� ���tA
c: Phyllis Powell, City Clerk i ='y
Richard Vedder, Sverdrup Civil Inc.
Darrell Barber, Financial Services Section
Jefferson City Regional Office
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.1,01-14111.
(STA'Y L'nF.MiPSOURI; titctxhcn fit.Slahfund,blrrctur
DE
.fT N NATURAL RESOURCES
DIVISI ON OF ENVIRONMENTAL QUALITY-
P.O.
Box 176 Jefferson City, ' S 02-0176
r IO 6 1
December 27,2001
The Honorable Thomas P. Rackers � , u
Mayor of Jefferson son City
320 East McCarty Street
}Tt Jefferson City, MO 65102 '
RE: C295401-01 Jefferson City, Missouri, Wastewater Treatment Facility
ge
t:. Dear Mayor Rackers:
Enclosed is approved Change Order Number 2 to contract the Wastewater Treatment Facility with �t '; '': 11'
Goodwin Brothers Construction. This change order increases the eligible cost of construction by the
amount of$60,000.00. This change order has no effect on construction time.
'.. Invoices fi•om your engineer should clearly separate eligible and ineligible costs. We su gg est the
invoice refer to the date of this letter for eligibility purposes. Failure to clearly separate eligible and �1 ti J
ineligible costs may result in the disallowance of project costs should the project be audited after
project closeout. s .
Financial assistance on this project is limited to the amount of the loan and cannot be increased. ,
This change order is for your official project records and should be maintained on file for a minimum
`
� of four ears foil-owing the completion of disbursement. This date may be found in the financing _�"� t
Y g p Y g , .
'` documents of your loan agreement.
Sincerely, Nf
,i
WATER POLLUTION CONTROL PROGRAM
Donald E. Modesitt, P.E.
Project Review Engineer
DEM:lsm
C Y, ,
F.j.
Enclosure
c: Phyllis Powell,City Clerk
Tom Jones Utilities Director
Richard Vedder, Sverdrup Civil Inc.
4r
Darrell Barber, Financial Services Section
Jefferson City Regional Office
WCYC'JI)PAMR
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CHANGE ORDER
DATE OF ISSUANCE: November 20, 2001 EFFECTIVE DATE: November 20, 2001
Fr., Ct OWNER: City of Jefferson, Missouri
t
CONTRACTOR: Goodwin;Brothers Construction
Project: Water Pollution Control Facility Expansion
{ OWNER's Contract No. C295401-01 ENGINEER's Contract No. A
ENGINEER Jacobs/Sverdru
p
r ou are auectea to make the tollowtng changes to Me Mtract Documents:
Description
1. Provide construction and material testing for project duration.
Reason for Change Order °
1. See attached Work Change Directive No. 3.
Attachments
Work Directive Change No. 3 dated July 26, 2001.
F ;ti 't 1
': CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES:
3
br'iginal Contract Pri ce
Original
Contract Times:
>t ,
Substantial Completion: 685 days
$14,500,000.00
Ready for final payment:730 days �p
(days or dates)
,i rn a
i Net Increase from previous Change Order No. 1:
j P b Net change from previous Change Order No. 1:
! Substantial Completion: 0
,.� $ 19,573.81 Ready for final payment: 0
(days,)
Contract Price prior to this Change Order:
,I g Contract Times prior to this Change Order:
Subs �.:�.w
Substantial Completion:685 days Y;; °' i� ,','':
$ 14,519,573.81 Ready for final payment:730 days
r 51
(days or dates)
'J'.'v,'1,•4?,•�S,rtry.Q...
Net increase of this Change Order:
' g Net increase(decrease)this Change Order:
Substantial Completion:
$60,000.00
Ready for final payment: 0
(days)
Contract Price with all approved Change Orders: Contract Times with all approved Change Orders:
J Substantial Completion:685 days;} ' 5„1;�t4;
$ 14,579,573.81 Ready for final payment:730 days
(days or dates)
RECO MENDED- APPR VED:
B ,p ACCEPT
ENG :ER(Authorized Signature) OWNER(Autho d Si�attire) CONTRACT or 4d Signature) t '
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Date: oo Date: 11 a Date: // 2 0�
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WORK CHANGE DIRECTIVE
DA'L'E OF ISSUANCE 7-7 G—p ! EFFECTIV E DATE
t{t t��;ttii}M1
.r• 13,�"ti �,•�� rASi,..
OWNER
CONTRACTOR
Contract:
Project: �o an/ mot. �-
/�
OWNER's Contract No. e:�' 0 W0/ o ENGINEE _ �•��•a3 '
" L R's Project No._/4 ��:;'+:.r •�;i4,�°,s;
t
You are directed to proceed promptly with the following change(s):
Description: �� Gt•. �/"� �i �+�Ce� �,��7�,,cdr� ;���� �i. � :��,•;''�i'����,''
�� G•vw �^'�i/JC � 1',��1i0�f�(�/` ,..1� �.,K,1.�k�y�x�t'lsr,..,ti.
Purpose ofcWork Change irective:
�i—
Attar -�,,%'' � 7/�7AL!/btA ��,:���'7;,y�'�„�3�.M�• �',
Attachments: (List documents supporting change) A ��� :t{x
If OWNER or CONTRACTOR believe that the above change has affected Contract Price any Claim fora
� Change Order based thereon will involve one or more of the following methods as defined in the
Contract Documents.
� Method t•�,�hs,'�'-�'1:•i;:".
of determining change in
Contract Price: $i;' :�t.r �'`,•'
Unit Prices
Lump Sum
Cost of the Work ¢ ?? ` �w• y
' QEttstimated increase (decrease) in Contract Price: Estimated increase(decrease) in Contract
D l rj� fl:kk;
Times:
If the change involves an increase, the estimated Substantial Completion: days;
amount is not to be exceeded without further Read for payment:
authorization. y final days. r,
RECOMMENDED:
AUTHORIZED:
.P"r.
ENGINEER
By: OWNER
By:
EJCDC No. 1910-8-F (1996 Edition)
Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America and the Construction Specifications
Institu� ,
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Tom Jones "
` June 1,2000
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Page 3 of 4
CONSTRUCTION MATERIALS TESTING SERVICES ..;
SOILS TESTING
Compaction of soil in place by ASTM D 1556/2167/2992/2937 as applicable ,";
Rates for field technician: ;'h =`'•.
.,;
Regular rate $ 111r
Overtime rate $ /h', 'rr 't�s;,
Premium rate $ /hr.
NOTE: Hourly rates _in.clude use of testing equipment
'v ASPHALT TESTING :' '
Rates for field technician: 0'
.� %:,•,,
I. rr' Regular rate $ / r,rw
4i. t
Overtime rate $ /U,
Premium rate $ /hr.
>� NOTE: Hourly rates include use of testing equipment (nuclear and surface smoothness) 1
i;
� Rates for Laboratory Testing
Core and Thickness, by ASTM D 979/ 3549 $ /sample `
{` Reference Density, by ASTM D 2041 $ /sample ak t4.,{
l•, 4.
Density of Core Sample, by ASTM D 1188 /2726 $ /sample `
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' Tom Jones °
r. June 1,2000 }j
Page 4 of
CONCRETE TESTING '='y
' Rates for field technician:
'�4.Pri4 � •S,�
Regular rate $
Overtime rate
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Premium rate $ /111.
NOTE: Hourly rate includes slump, air content, and temperature tests as directed by the
RE
r�.
Y- t� }
Rates for Field Testing and Sample Collection
tt :=
Concrete Uniformity, by ASTM C 94 /test
wx} f $ /set of 4
"mot fa' Compressive Strength Specimens
Compressive Strength of In-Place Concrete, by ASTM C 42 $ /testy
°x .,
sA Rates for Laboratory Testing
'o1
$ ' A•''�•
Compressive Strength,by ASTM C 39 /cylinder { `•>
NOTE: Prices for all types of testing include reporting
NULE.AGE
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3,nUB Section 02300 (in part)
3.19 FIELD QUALITY CONTROL ^'
A. Testing Agency: Owner will engage a qualified independent geotechnical y
engineering testing agency to perform field quality-control testing.
+1Sr ,
B. Allow testing agency to inspect and test subgrades and each fill or backfill layer. ;;� •'"pr,`� r`
Proceed with subsequent earthwork only after test results for previously �_ rGCf `
completed work comply with requirements.
C. Footing Subgrade:• At footing subgrades, at least one test of each soil stratum 4;nst#t.
will be performed to verify design bearing capacities. Subsequent verification
and approval of other footing subgrades may be based on a visual comparison of
subgrade with tested subgrade when approved by Engineer.
4„ D. Testing agency will test compaction of soils in place according to
ASTM D 1556, ASTM D 2167, ASTM D 2922, and ASTM D 2937, as ��..
applicable. Tests will be performed at the following 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
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 a
test for each 100 feet or less of wall length, but no fewer than two tests. s �£ `
,r. 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
F' tests. .gX
f
E. When testing agency reports that subgrades fills, or backfills have not achieved :{t ``'
'w
degree of compaction specified, scarify and moisten or aerate or remove and
$� replace soil to depth required; recompact and retest until specified compaction is
obtained.
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Section 02741 (in part) ` � r '
3.10 FIELD 'Y
QUALITY CONTROLY<g
A. Testing Agency: Owner will engage a qualified independent testing and ,k,'
inspecting agency to perform field tests and inspections and to prepare test '" ►
reports. : ; y
ry` 1. Testing agency will conduct and interpret tests and state in each report
whether tested Work complies with or deviates from specified
a,
requirements. } ;'�a:{�.:;;N
B. Additional testing and inspecting, at Contractors expense, will be performed to
determine compliance of replaced or additional work with specified
requirements.
C. Thickness: In-place compacted thickness of hot-mix asphalt courses will be
determined according to ASTM D 3549. ,y
D. Surface Smoothness: Finished surface of each hot-mix asphalt course will be �,k .�tb
' tested for compliance with smoothness tolerances.
>: 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
results from four samples of hot-mix asphalt-paving mixture delivered
daily to site, prepared according to ASTM D 2041 and compacted
lfi according to job-mix specifications. , J
2. In-place density of compacted pavement will be determined by testing ;
core samples according to ASTM D 1188 or ASTM D 2726.
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. wK �'•�4���'�-
b. Field density of in-place compacted pavement may also be
determined by nuclear method according to ASTM D 2950 and
correlated with ASTM D 1188 or ASTM D 2726. Y<.
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)
;. D. Testing Laboratory Requirements: Laboratories engaged to perform testing
services and prepare mix designs shall meet the requirements of ASTM E329.
'Y
,.� Laboratories providing the testing service shall provide equipment and materials
' required for sampling testing operations specified standards. Laboratories shall
„4 furnish Engineer a copy of current inspection report to ensure compliance with
-' ASTM E32 +',s€
9. Laboratories shall employ technicians certified b the American
Concrete Institute for all sampling and testing of fresh concrete. Laboratories atjw'` i"l r
must be approved by Engineer.
( "a
E. Sampling and Testing During Construction to Demonstrate General Compliance
with Specified properties: The testing laboratory will be required to sample and ''''k'''; Fr ""
test fresh concrete used in the work to determine its acceptability as required b
ACI 318 and to demonstrate general conformance with specified properties as
'JS,.• follows: 4FIs�{I'`'�{!t of
,yy �ku
1 P
S
MA
am g :
f , lin Fresh Concrete: ASTM C 172. 'x��y>�+�u
2. Slump: ASTM C143' one test for each set of compressive strength test
specimens, and whenever consistency of concrete appears to vary.
i
When su a. er `>rq
lasticizers are added at the site testing
P P � g lab will make
slump tests from,each concrete load before adding suP e rP lasticizer
and after super-plasticizer has been properly mixed into the freshk§
concrete. K�, � ,; •,.;
3. Air Content: One test for each set of compressive strength specimens.
a. ASTM C231, pressure method for normal weight concrete. ': s
hr�t ;
Concrete Temperature: ASTM C 1064• 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 compression test specimens is made.
5. Concrete Uniformity: ASTM C94 (Annex A1); verification ofj:
'. conformance to Table ALL requirements at start of work and then
i thereafter when mixing or agitating equipment is changed or mix
• consistency appears to vary,
i� 6. Compressive Strength Specimens: ASTM C31; one set of four standard
cylinders for each 100 cu yds or fraction thereof, of each concrete type
placed in any one day, or for each 5000 sq ft of surface area placed, unless1A G.
4r'r otherwise directed. Mold and store cylinders for laboratory cured test
y specimens. Y4 ;
e?4 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.
�F~r
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 �,� � •• pr'
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�i� � .. �lttlMriawLcr..:.'rw.�S.'sia`H,der.+,iii':wti u:.:�..a#�'.ai�zz.f,sSs'�"..it�:iaotln.H�b�i';;i, 4st'.,3•A��w�hi�a.. •'Dt MO N, %
lG.. . �• •f
five randomly selected batches or from each batch if fewer than fiveu
are used.
F. Laboratory Reports: The laboratory performing "Testing During Construction 'BP..
to Demonstrate Compliance with Specified Properties" is required to submit,
simultaneously to the Engineer and Contractor, reports of the tests on the same
9 day they are made. These reports must include the following information, as
applicable:
N, r''S
pp ' 1. Project name and structure. :;
Ira", ,,,•{�
2. Concrete placement date. 'f
!rr'k 3. Testing service name.
4. Technicians name(s) and date(s) of certification. y,
5. Concrete miy,type.
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
anti compressive strength tests.
9. Measured slump.
10. Air content.
11. Concrete temperature as required.
fvE�< 12. Unit weight of plastic concrete and unit weight of hardened concrete as
x I..
required.
G. Additional Testing: Make additional tests of in-place concrete as directed by
Engineer when test results indicate specified concrete strengths and other
#r qualities have not been attained in the work. Conduct tests to determine s_
r3 adequacy of concrete by cored cylinders complying with ASTM C42, or by ,rI,
other methods acceptable to the Engineer.
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y t.
CITY OF JEFFERSON
?k ! WATER POLLUTION CONTROL FACILITY EXPANSION
CONSTRUCTION MATERIALS TESTING '
TESTINGA ENCY
QUALIFICATION SPECIFICATION TEST APPROXIMATE
DESCRIPTION OF WORK REQUIREMENTS SECTION DESCRIPTION OF TEST STANDARD NUMBER OF TESTS
ASTM E 329/ASTM D 3740!
i SOILS TESTING(Note 1) ASTM E 548 02300.1.5.A
ASTM D 1558
ASTM D 2167
ASTM D 2922
ASTM D 2937
02300.3.19 Compaction of soils in place as ap licabie 300
ASPHALT TESTING Note 2) ASTMD 3688/ASTM E 548 02741-1.8.8
02741-3.t0.0 Thickness ASTMD 3549 30
r
a a<vf
per spec 02741
02741-3.10.0 Surface Smoothness 3,7.B 10
02741-3.10.E IN-PLACE DENSITY:
Sampling ASTM D 979 30
Refe re n ce maximum theoretical
cal "' }F
0.
density ASTM D 2041 30
ASTM D 1188
In-Place Density-Core Samples ASTMD 2728 20
1;tyr In-Place Density-Nuclear ASTM D 2950 30
ASTM E 329 and ACI Certified �>{?�'
t
CONCRETE TESTING Note 3 Technicians 03310-1.4.D -•�'
SAMPLING AND TESTING
03310.1.4,E DURING CONSTRUCTION:, rtIx
Sampling ASTM C 172 175
>t
�
Slum ASTM C 143 175 p ��(v'•• '''rj.
i. •„ �a. .� r �r.�:;..
Air Content ASTM C 231 175
Concrete Temperature ASTM C 1064 175rw � i'f•';r`•tr.r
Concrete Uniformity ASTM C 94 175 ' `+' '
;i Compressive Strength- '[ *`"l
Specimens ASTM C 31 700 ,1#'
Compressive Strength-Tests ASTM C 39 550
per spec 03310
03310.1.4.F Reports 1.4,F 550 'x:=fHf ?{:` '
Compressive Strength of i a
•y,fa, r r,'.
03310.1.4.G lace concrete ASTM C 42 10
NOTES
:. 4���''fN31r''z"Y ll,eerSf
1. See attached specification article 02300.3,19 for a description of the scope of testing,
2.Sae attached s edficatl art1cl 0
p on a 2741-3.10 for a description of the scope of testing.
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3.See attached specification paragraphs 03310-1.4.D/EJF/G for a description of the=pa of testing.
4.
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Wkm;
am"ONSTRUCTION —13
CRY
November 7, 2001
Kevin C. IaUcrt LI s�•. ��,;,,.;�.,:
Resident Engineer
'1 Sverdrup Civil, Inc.
c/o City of Jefferson
Water Pollution Control facility 41,roc vty!' ,
401 Old Mokane (toad
Jefferson City MU 65 10 f
ject: City of Jefferson, Missouri
Water ' Expansion
I ollution Control facility ;t,t•y,.?<�;::j.',r .i
•
;4
Work Change Directive No. 3
Dear Kevin:
your I'f!(11'/i C��1U11 Directive
In response to No, 3, dated Jul 26, 2001, we propose to furnish all
construction and material testing for the duration of* the project and as required U the specifications,
sr7•;.; L nr,l,E,
n#;t
utilizing the services of Ccntral Missouri Professional Services Inc, (
, CMPS) for anot-to-exceed cost of
$60,000.00. This figure is based on our best estimate at this time of the amount of these services that will
be required after discussions with C:MPS and the City staff: The cost for these services will Ue }°l1��;
determined on the basis of the attached rate sheets plus a 5% overhead and profit allowance as outlined in f}.y =r;.•r.'t
General Conditions Article 12.01.C,
t{�,vj,.,•.''°ice,1'1k[y�J''•' , :�.
If you are in agreement with our proposal, we respectfully request that 6Vm* Change Directive
b No. 3 be
authorized exclusively as a change order to the contract in the amount of$60,000.00. In this way, we can %?, �� c 5'�t; li '^
:I
! better track the total costs on a monthly basis. We will provide an itemization of the construction and
.., IS(y; rfi� f'
mtJ� .
material testing services performed each 11101101 with our paym Y q
ent application. If you have an uestions y
r�f;,)'
about this proposal please give me it cal l at (636) 931-6084, x 109.
Very truly yours,
G WIN 131tf1:- CONSTIZUC'I'ION CO., INC.
Y
Daniel J Necc ols, E. �� ;���,�•
Project M•rages
K ,
Attachments (4)
4#
P.O. BOX 110/1766 HIGHWAY 61 SOUTH • CRYSTAL CITY, MO 63019 • (636) 931-6084 • FAX (636),931-6085 L` ►t*' <
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F.` 1bCY OR. 01�y��l
CENTRAL MISSOURI PROFESSIONAL SERVICES, INC.
2500 East McCarty Street•Jefferson City, Missouri 65101-4467•(573)634-3455 Engineering• Surveying
FAX(573)834.8898
HOURLY RATES AND MATERIAL COSTS �`,':`� t +} `rti' •5
Party Chief - office time ____________________________ "w°:r;;°+;,I,;•; '
___ -550.00/hour
Registered Engineer -----_-°_-°--_______________________ 75.00/hour
' ..-_____--------________________
Registered Land Surveyor - 75.00/hour -;}•� �'4;fu'
65.00/hour
..
Design Engineer __-_---____-_ ____-___________________
Drafting and Computations ----------------------------- 55.00/hour - Y,
i Research -------------------------------------------- 50.00/hour i Clerical -----___________________..___________---______ 28.00/hour
crew ------------------__--__ 89.00/hour
man
i 2 w (w/Leitz Total Station)
3 man crew (w/Le{tz Total Station) ----------------------- 102.00/hour
4 man crew (w/Leitz Total Station) -------------------- _ 116.00/hourY/ tail„ R
Drill Rig w/one man ------- -------------------------__ 100.00/hour
Drill Rig w/two men ----------------------------------- 125.00/hour
r` Mylar Sepia (24" x 36") _______________________________ 10.00/each
q
Mylar Sepia (larger sizes) _____________________________w 3.00/s .ft
Copies (8-1/2" x 11 " or 8-1/2" x 14 ) .10/each
Prints (24" x 3G")
------------------------------------ 4.00/each
v
r.• Larger Prints ------------------------------------------
,___..__________________ __-__..___- 10.00/each___-..- ;�4a;�"t.w�r�+i;+ •;.
.40/each
Laths ..---__.__________ __-- ,25/each
Hubs -----_____..___-___________________________ ��
Metal Markers -------------------------------------__ 3,00ieach
i ________________________..___---___-_____-_-- 1.50/eachi ",`" ' ''
Iron Pins _-_
.25/each
____ ,; •;
Flats --------------------------------------------
__________-_�_________.._
10 each
Flags {rF�<�,,•;{;,._>..
h' ti Jiy'ti'• ;•5.
5.00/each }; •:ry ,i} .f,;:.
Steel fence posts -__-_______
` ___-•_ 50/each
Spikes ____________________________________________
2.00/roll
,_ , - , ,, . __. _____. - _-. ____-__• ____�____. __ �i�a?,t�r•�f)i�,$+fliy tl,s.:i.
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Mileage _-_-___-_-________________-_----___-__---_-- 40/mile x ;,s°�,r��s�s , s`
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:1,�• Lodging (per night, per man) ---------------------------- 46.00/each ;?�,_,'`���;t, •,:�,�
Meals (per day, per man) 26.00/each ($7,$9410) ;> 9�'
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Note; 1 . On all out of town jobs (jobs requiring overnight lodging) the clientfi. a: `
shall pay for all lost time due to rain, snow, , or other adverse
conditions, as well as all travel time.
2. When a client requests we work overtime, client shall be
!' f C.M.P.S. choses to
chargedl-1/2 times the above hourly rates. (i �� '`
7s; work overtime, client shall not be charged for overtime.)
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CENTRAL MISSOURI PROFESSIONAL SERVICES, INC.
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2500 East McCarty Street•Jefferson City, Missouri 65101-4467•(573)6343455 Engineering Surveying
' > Materials Testing
Fax(573)6348898
2001
SCHEDULE OF SERVICES AND FEES
SOILS TESTING �t,' '
$ 45 Mf
Atterbcrg Limits .00
�.'.;? Moisture Content $ 5.00j;p4ic' ;;
, r Specwc Grrvity $ 40.00
>c
t! Sieve Analysis $ 45.00
r T Grain Size Analysis(Hydroineter) $ 45.00
Permeability $ 100.00
:r `s Swell $ 100.00
' Soil Sampling mileage
� ���• �,;;';
Moisture Density-STD Proctor 4"(Method A&B) $ 120,00
`>= to Dent (Method C �
Mois tc ty-STD Proctor 6 (h'1 ) $ 120.00
Moisture Density-MOD Proctor 4"(Method A&B) $ 130.00
Moisture Density-MOD Proctor 6 (Method C) $ 170.00s, ? Y;f
"_4 Grain Size DIstribution and H y drometer $ 90 00
Grain Size Di stribution $ 45.00
`?
Grain Size#200 Wash $ 40.00
FIELD DENSITY z� `•r,`°
,1 # NUCLEAR
r`':•,i METHOD ��"x• .' :i7,:�i
$32.00/hour+Mileage*(1st 8 hours weekdays)
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' $48.00/hour+Mileage*(after 8 hours and weekends) ''`,
AGGREGATE TESTING
Sieve Anal
ysis Dry Aggregate $ 35.00
,W Sieve Analysis Fite Aggregate Wet Sieve $ 40.00
Sieve Analysis Coarse Clean Aggregate Wet Sieve $ 40.00 ' x ..
Analysis Sieve Coarse Clean Well Graded A
� y � Aggregate Wet Sieve $ 50.00 � '�t;'•�•;
�t Deleterious Materials $ 30.00 `'";4;
.u, Light Weight Particles $ 110.00 ;. •
Cheri Content $ 30.00 '
Washed Gmdation
{�gX� $ 40.00 ` �t,,r
Specific Gravity and Absorption(Coarse or Fine) $ 35.00 >'j,tf,k�
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Dry Roddcd Weight $ 15.00 `
Soundness Test(5 Cycle) $160.00
L.A. Abrasion $100.00 t{
r Coal and Lignite $ 30.00 ,
1 . Field Sampling $ 32.00/hr+mileage
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CONCRETE FIELD SERVICES
Perform Slump&Air, Cast Cylinders,Beams,Cubes
ACI Certified Technician(First 8 hrs. Weekdays) $ 32.00/hr.
(After 8 hrs.&Weekends) $ 48.00/hr.
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CONCRETE TESTING
:U.-.fit
Cylinder Compressive Strength $ 11.00
Cylinder Mold $ 1.00 ;,
Concrete Cylinders Not Tested $ 6.00 } r
Cutting Irregular Concrete Cylinders $ 25.00 R
Concrete Cores(Trim,Cap&Test) $ 25.00
Concrete Beams(Flexural Strength) $ 20.00 ;u
Handling&Curing of Units not Tested $ 6.50
Handling&Sawing of Irregular Units $ 25.00 rrr , ���ft
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Concrete Coring 2",3",4",5",6",&8 $ 32.00/hr.+bit charge
r, Concrete Mix Design-Laboratory Trial Batch Method $350.00
Additional Batches(Using Same Aggregates) $ 180.00a"' ' ; ?
Concrete Mix Design by 3 Point Water/Cement Ratio $650.00
n`. ASPHALT TESTING
Fb+ � t•'`t;'i
Asphalt Core,Density and Thickness $ 20.00 per sample
Field Sample/Asphalt Concrete Density, Stability&Flow Tests $ 108.00 per set of 3
Lab Sample/Asphalt Concrete Density, Stability&Flow Tests $ 144.50 per set of 3 rG°
' Asphaltic Concrete Extraction Test with Sieve Analysis $300.00 per set of 3
Y Asphaltic Concrete Extraction Test with Sieve Analysis $ 180.00 per sample
ti t
Job-Mix Formula Quality of Aggregate Tests $388.00 per size # '
' Job-Mix Formula $368.50 each ,;S:rs�;''+ '
Job-Mix Formula Three Point Curve $789,00 each
Marshall Stability Lab Sample(Set of 3) $ 145.00 , ; 1°
i< Marshall Stability Field Sample(Set of 3) $ 110.00 , ,, �' .1,�.• i
Asphalt Core Density and Thickness $ 20.00 .K ;'"
*y,l 4"Diameter Asphalt Core Per Inch $ 2.50tvi
6"Diameter Asphalt Core Per Inch $ 3.50
' FIELD SERVICES
rr Superpave Certified Technician
t, $35,00/hour+Mileage* (1st 8 hours on weekdays) ''ij�l
$52.50/hour+Mileage* (After 8 hours and weekends)
+ (Coring must also include Technician Time and Mileage) "
•r�. ASK.
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FINANCE DEPARTMENT
PURCHASING DIVISION
SUBJECT: Bid 1943 - Water Pollution Control Facility Expansion
` Public Works, Wastewater Division, Opened on May 15, 2001
BIDS RECEIVED: vb��t};;'f.�...;
Base Bid
stal City, MO 14,500,000.00
Good in Brothers Construction Co., Cr
J C Industries Inc., Jefferson City, MU $ 15,547,000.00
stl: `rr`z' '
The Ran Company, Rockland MA $ 28,536,390,00
In addition, a number of other firms requested plans andspecifications but did not < " aWa ':'' '
ct respond. " " G
Y"'f�•y i �fir.'
FISCAL NOTE:
}`
The Wastewater Division will request a supplemental appropriation for funds. Funds are tSJ
" to be requested from the Missouri Department of Natural Resources SRF and re aid throu h thesewer bonds.
' PAST PERFORMANCE: , T`
1� The City has not awarded to this bidder in the past, however staff believes that the firm
will provide complete the project as specified and bid. �•;���k��;,." r;
RECOMMENDATION:
Staff agrees with the evaluation of the engineer, Sverdrup Civil, Inc. in recommending
' !
the award to the low bidder, Goodwin Brothers Construction Company, Crystal City, Mo in the
amount of the base bid, $14,500,000.00. '`
ATTACHMENTS - SUPPORTING DOCUMENTATION' Tabulation of Bids, Departmental Recommendation
n�'i 7 ri„1
s4l Signature
ha sing Agent Interim Di c r Wastew ter and r
� Engine n ivisions ,
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Sverdrup Sverdrup Civil,Inc. 314 436.7600
y 13723 Riverport Drive
Maryland Heights.Missouri 63043
P 41
T,}Y ",
May 17,2001 '
Log No. 14199-280
x
Mr. Thomas B.Jones,P.E.
Wastewater Utilities Division Director •,,:
4 City of Jefferson
320 East McCarty St
{7 tree
Jefferson City,Missouri 65101
FY Subject: Bid Evaluation '
City of Jefferson, Missouri
`r Water Pollution Control Facility Expansion . n ;:
' MDNR Project C295401-01
Dear Tom:
On May 15,2001 the City of Jefferson received three (3) bids for the subject project. ?k ,
The bids have been tabulated and are shown below. A summary of supplemental
su '•, f
PP •��.s., ,
information is also attached for your information.
7: rF�r�f;
: �"� Bidder Base Bid Alt 1. Alt 2. '
1. Goodwin Brothers
Construction Company $14,500,000 ($125,000) $300,000 'u°
'Y 2. J.C. Industries,Inc $15 547 000 ?S`
s, ($125,000) $500,000 '"t' �•�fii,
3. The Ran Company $18,536,390 $130,000 $0
1
4. Engineers Estimate $15,662,637
Notes `'
1. Deducts are shown in parentheses
2. Alt. 1 is for Owner-Furnished screening equipment
+` 3. Alt 2.is for U.S.Filter-Jet Tech Products SBR equipment �I
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Tom Jones ;grh�>.r
June ),2000
I'age 2 of 2
The following is a summary of our review of the three (3) bids:
, }rr 1. Goodwin Brothers Construction Company, Crystal City, MO
11
All bidding requirements have been met. Two DBE firms are listed in the bid fora
E>= total of$315,000 a 2% utilization. Goodwin has successfully completed a ninnber ,_'s
f. of Sverdrup-designed projects. ,
2. J.C.Industries,)inc., Jefferson City, MO
All ng requirements have been met. our nns are listed in the bid for a
biddi i h b F DBE fi
x, r e�
r`' 1 total of$108,897, a 0.7% utilization. r <a� �', :
' 3. The Ryan Company,Rockland,MA
All bidding requirements have been met. Two DBE firms are listed in the bid fora
total of$370,000, a 2.0% utilization. jfi� '' 's'''
PU
The low bid is approximately 93% of the Engineer's estimate. One of the other bids is
slightly below the Engineer's estimate and the other is well above it. In our opinion, the
low bid is appropriate for the work '°
.�.'
,yfi�,ir �� L4ij'<•k..
>;.. Based on our review of their bid and Sverdrup's positive experiences with their work,
we recommend the Water Pollution Control Facility Expansion project be awarded to
Goodwin Brothers Construction Company for the base bid price of$14,500,000. J
Alternate 1 is not accepted because the deduct offered is the same as the allowance
�. , already in the bid. Alternate 2 is not accepted because it would increase the contract �� `Y„?�k`}'
price and would not improve the treatment process. The award is subject to review and
t
approval by the Missouri Department of Natural Resources. '
Ag
;. Sincerely, ''t
4;
SVERDRUP CIVIL,
Richard C.Vedder, P.E. �y
Program Manager
C Mr.Darrell Barber, MDNRP
1
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BID TABULATION
'4 y'
Project:
City of Jefferson,Water Pollution Control Facility
Bid Opening: May 15 2001,2;00 PM 'S '
Goodwin Brothers "
Item Construction Co. J.C.Industries,Inc The Ryan Company
r BASE BID $14,500,000 $15,547 000 $18 536,390 `^` t v
• r ALT 1 r, y
OWNER SUPPLIED
is :r SCREENING EO. $125,000 $125,000 $130,000 ;
ALT 2
ALTERNATE SBR BY
•p• •,�'
US FILTER JET-T $300,000 $500,000
t ACKNOWLEDGE `$ 'yy�YY`,`�'•'
RECEIPT OF
ADDENDUM NO.1 � Yes Yes Yes
ACKNOWLEDGE
RECEIPT OF
ADDENDUM NO.2 Yes Yes Yes
BID FORM SIGNED Yes Yes Yes
BID SECURITY
• :,� Form of Bid Security Bid Bond Bid Bond Bid Bond ,,j�t' ),,./4'�''}t��;;•';.,�'
°
Amount 5%of Bid 5%of Bid 5%of Bid ►;�� � 3,"R4>��"t'•
04/30/2001 05/15/2001 05/15/2001
Bond Date >•'r" �!l�"�;'-i
Surety Signature Yes Yes Yes
f AIFSi Signature
9 Yes Yes Yes ;sf�;�����•;+�;p°��;�n
"r Power of Atty.Attached
Yes Yes Yes
Surety on Circ.570 Yes Yes Yes `f `~'
�h. < LIST OF MAJOR
SUBCONTRACTORS , �`r �. ,��-'�,��••±:
r+:: 1.Earthwork Self Self/Joff Schnieders Jeff Schnleders r a'
2.Concrete gr?fir._,h
w' Self Self Self
�'';'` 3.Mechanical
,:i�•. a>'rr,= '�?��:. Environmental Eng. Environmental Eng. Haberborger
>' }'� 4.Electrical Howerton Schneider Electrical Howerton
5.Instr.&Controls Howerton/Pedrotti Schneider Electrical GE Automation Serv.
MINORITY&WOMEN 1,Ozark Fire Protection 1. Watkins Roofing 1. Lectrics
•? BUSINESS WBE WBE WBE
: ENTERPRISE Warsaw,MO Columbia,MO Spring,TX
wr UTILIZATION $15,000 $81,250 $170,000 •"
Fire Protection EPDM Roofing Electrical Supplies j1 , • „ ,;�.
•{:; 2,Cantrex Electrical 2. Biggins 2. Refrigeration Supply rr, �'�at'�i':•
MBE WBE MBE in C•� ?:
St.Louis,MO N.Kansas City,MO Washington,DC
$300,000 $1,474 $200,000
Electrical Supplies Metal Storage Mechanical
3. Pioneer Supply
MBE
Columbia,MO �•�`i�• '
'v? $11,000
,
ri1 Press.Relief Valves Y 1•
x
4.Ozark Fire Protection ty
WBE 4f+'��S;i•
Warsaw,MO
s/ x„ Atli,•,.
$15,173
Mr Fire Protection
? %Utilization 2.17% 0.7% ° r:
2,0/° id
CERTIFICATION
•';r REGARDING
DEBARMENT, 3
,rr
a SUSPENSION,and
�` t .,• OTHER :
RESPONSIBILITY
MATTERS SIGNED Yes Yes Yes t ° `
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