HomeMy WebLinkAboutRES.639.06-17-1991 � ,
BILL N0. 91-121 RESOLUTION N0. �_
A RESOLUTION AUTHORIZING THE CITY MANAGER TO
ENTER INTO A PAVING CONTRACT WITH ASA ASPHALT,
INC . FOR A THREE INCH ASPHALTIC RESURFACING
STREET IMPROVEMENT PROJECT
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF CAPE GIRARDEAU,
MISSOURI , AS FOLLOWS :
ARTICLE 1 . The City Manager , for and on behalf of the City of
Cape Girardeau, Missouri , is hereby authorized to enter into a
Paving Contract with Asa Asphalt, Inc, for a three inch asphaltic
resurfacing street improvement project . A copy of said paving
contract is attached to this Resolution and made a part hereof .
PASSED AND ADOPTED THIS � / ,.�/�J DAY OF , 19��.
�'�
Francis E . Rhodes, Mayor
ATTEST:
. C�.,�
Jul A. Dale
Dep y City Clerk
� ' ,
�
PAVING CONTRACT
This Contract made and entered into this /�7}� day
of �i ��o� , 1991 , by and between the City of Cape
Girardeau, Missouri , a Municipal Corporation, acting by and
through its City Manager , as authorized by the City Council,
hereinafter called the "City" , and Asa Asphalt , Inc . , hereinafter
called the "Contractor" ;
WITNESSETH:
l. DESCRIPTION OF WORK .
Contractor, for and in consideration of the payments to be
made as hereinafter provided, hereby agrees at his own expense, to
perform all of the labor and services, and to furnish all of the
materials and equipment necessary to complete this contract in
accordance with the terms, conditions and provisions thereof , and
the general and detailed specifications, which are hereto attached
and made a part of this Contract . The work of the improvement to
be made is that necessary for the improvement of STODDARD
STREET, from Perry Avenue to East of Missouri Avenue for a
distance of 520 feet, for the improvement of PARK AVENUE, from
Jefferson Street to Cousin Street for a distance of 287 . 5 feet,
for the improvement of SPANISH STREET, from First to Second
Street for a distance of 150 feet, for the improvement of SPRING
AVENUE, from Themis Street South to the Old Railroad Right-of-way
for a distance of 398 . 5 feet, for the improvement of SHARON
LANE, North from Lear for a distance of 532 . 2 feet, for the
improvement of HILLCREST , from Country Club to Timon for a
distance of 782 feet, for the improvement of NORTH MIDDLE, from
North Street to Washington Avenue for a distance of 640 feet, for
the improvement of AMETHYST STREET, from Frederick Street to
Middle Street for a distance of 370 feet, for the improvement of
SCOTT STREET, from Perry Avenue to Missouri Avenue for a
distance of 338 feet , for the improvement of JOHNSON STREET,
from Main Street to Rand Street for a distance of 648 feet, for
the improvement of RAND STREET, from Green Acres Drive to Cape
Rock Drive for a distance of 400 feet, for the improvement of
SPRING AVENUE, from Good Hope Street to Bloomfield Road for a
distance of 470 feet, by grading to the established grade and
constructing thereon an Asphaltic Concrete Pavement Overlay, 3
inches thick and 20 feet in width, with road ditches, all as shown
on the plans and specifications for said improvement on file in
the Office of the City Clerk of the City of Cape Girardeau,
Missouri .
2 . PAYMENT .
Payment for said improvement shall be made at the unit price
bid per unit by the Contractor , as set out in his proposal, which
is attached hereto and made a part hereof , and shall be full
compensation for furnishing said pavement , complete in place,
including all labor , equipment , materials, accessories and
incidentals. The estimated total payment is Seventy-One Thousand
Eighty-Nine Dollars and Eighty Cents ( $71, 089 , 80 ) .
Payment to the Contractor shall be made from the general
revenue of the City with monthly estimates to be made to the
Contractor for work completed, less ten per cent ( 10� ) retainage.
Final payment to be made within ten ( 10 ) days of final acceptance
of the work by the City Council .
It is hereby stipulated and agreed that the total amount to be
so paid to the Contractor shall be the total amount of the items
of work in place at the unit price bid per item.
3 . CONTRACT TIME-LIQUIDATED DAMAGES-EXTENSION OF TIME .
The Contractor shall have twenty calendar ( 20 ) days after the
award of this contract to begin said work and improvement and
hereby agreed to complete the same not later than November 1, 1991 .
Time of completion is of the essence of this contract and
should the Contractor fail to complete the work within the number
of days as set out above, it is mutually understood and agreed
between the parties hereto that considerable damage will be
sustained by the City, but that it will be difficult, if not
impossible for the City to establish either the full extent or the
amount of damage under the ordinary rules of evidence .
It is therefore understood and agreed by and between the
parties hereto that the payment by the Contractor to the City of
the sum of One Hundred Dollars ( $100 . 00 ) per day for every day,
except Sundays and holidays, the contraccor fails to complete the
work to be done under this contract shall be paid to the City, as
liquidated damages which the City will suffer by reason of the
default, and not by way of a penalty.
The time of completion as above set out shall determine the
date after which liquidated damages shall begin. In the event the
City Council should pass a resolution extending the time in which
the work shall be completed, such extension of time shall not void
the provisions for the assessment of liquidated damages above
described . The City Council, may however, for good cause shown,
such as unfavorable weather , material shortages , strikes, war, an
Act of God, or similar cause, waive the provisions for liquidated
damayes and set a new date of completion, which date shall govern
the time when liquidated damages shall begin.
4 . APPROVAL OF THE WORK AND COMPLETION OF CONTRACT .
The Contractor, upon the completion of said work and
improvement, shall notif� the City Engineer of such fact . The
City Engineer and the City Manager shall thereupon inspect said
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work and make a written report to the City Council, and the City
hereby agrees that upon the approval of said report , and provided
said work is completed in accordance with the terms of this
contract, it will make payment to the Contractor as hereinbefore
provided.
5 , CONTRACT DOCUMENTS .
It is agreed between the Parties to this contract that the
plans, specifications , both general and detailed, the standard
specifications approved and adopted by the City Council and on
file in the Office of the City Clerk, and all resolutions and
ordinances and proceedings by the City Council pertaining in any
detail whatsoever to the work included under this contract,
including the proposal submitted by the Contractor to the City
Council shall be and constitute integral parts of this contract as
though set out in words and figures herein.
6 . INDEMNITY TO CITY .
Contractor agrees to file with the City prior to the
commencement of the work, a Certificate of Insurance naming the
City as coinsured, showing that the Contractor has in force for a
period equal to the neriod of the contract a policy of general
liability insurance, a policy of comprehensive automobile
liability insurance, and a policy of contractual liability
insurance, insuring Contractor against liability in the minimum
amount of $1, 000 , 000 . 00 for all claims arising out of a single
accident or occurrence and in the minimum amount of $100, 000 . 00
for any one person in a single accident or occurrence . Contractor
hereby binds himself to indemnify and save harmless the City of
Cape Girardeau, Missouri , from claims, demands, suits and actions
of every name and description brought against the City for or on
account of any injuries or damages received or sustained by any
parties or party by or from the acts of the Contractor , or his
servants or agents , in doing the work herein contracted for, or by
or in consequence of any negligence in guarding the same, or on
account of any improper materials being used in construction, or
by or on account of any act or omission of the Contractor , or his
servants or agents .
7 . CONTRACTOR' S SURETY.
The Contractor agrees to file with the City a bond with
corporate surety for the faithful performance of this contract in
an amount equal to the total contract price, and with such surety
as will be satisfactory to the City .
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8 , PREVAILING WAGES .
Contractor hereby agrees that he will pay all workmen
performing under this Contract an hourly rate of wages which is
not less than the Prevailing Hourly Rate of Wages as determined by
the Department of Labor and Industrial Relations in Wage
Determination No . 91-016-0036 as attached hereto and incorporated
by reference as a part of this Contract . Contractor agrees that
he will comply with the provisions of the Prevailing Wage Law.
The Contractor hereby agrees that he will forfeit to the City
as penalty, the sum of Ten Dollars ($10 . 00 ) for each workman
employed, for each calendar day, or a portion thereof, for which
such workman is paid less than the stipulated rates as determined
by the Department of Labor and Industrial Relations in the wage
determination for any work done under this contract, by him, or
any subcontractor under him.
The Contractor agrees that he will not contract with any
Subcontractor who is prohibited by the provisions of the
Prevailing Wage Law from working on a Public Works contract .
The Contractor hereby agrees that the City can withhold
payments under the terms of this Contract for any sums and amounts
due and owing as a result of any violation of the Prevailing Wage
Law.
9 . NO WAIVER OF FUTURE BREACH.
The failure of either Party to insist, in any one or more
instances, on a strict performance of any of the terms or the
conditions of this agreement , or to exercise any right herein
contained, shall not be construed as a future waiver or a
relinquishment of said rights , terms or conditions, but the same
shall continue and remain in full force and effect . None of the
terms or conditions of this Agreement shall be altered, waived,
modified or abandoned in any manner except by written instrument
executed by both parties.
10 . PARTIES BOUND .
This contract is binding upon the Parties hereto and their
successors and assigns .
IN WITNESS WHEREOF, the City of Cape Girardeau, Missouri , has
caused this agreement to be signed by its City Manager and
attested by its City Clerk , with the corporate seal of the City
and Asa Asphalt, Inc. has hereto by and through its authorized
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representative, affixed its name the day and year first above
written.
CITY OF CAPE GIRARDEAU, MISSOURI
,�
� i�.�f�-
ATTEST : J. Fischer, City Manager
Ju i A. Dale
De y City Clerk
ASA ASPHALT, INC .
/ � L�Cf�Zit-�J
Sandra Rhodes President
ype ame i e o igner
ATTEST:
/
f
Inas Whittaker, Secretary
[Typed Name & Title of Signer �
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PROPOSAL
(Payment By City Directly To Contractor -
No Tax Bills Issued To Contractor)
Cape Girardeau, Missouri
Sui�� S , 1991
PROPOSAL FOR THE IMPROVEMENT OF PARK AVENUE FROM JEFFERSON STREET TO
COUSIN STREET FOR A DISTANCE OF 287 . 5 FEET; SPRING AVENUE FROM GOOD
HOPE STREET TO BLOOMFIELD ROAD FOR A DISTANCE OF 467 . 6 FEET; SHARON
LANE NORTH FROM LEAR DRIVE FOR A DISTANCE OF 532 . 2 FEET; SPRING AVENUE
FROM THEMIS STREET SOUTH TO THE OLD RAILROAD RIGHT-OF-WAY FOR A
DISTANCE OF 389 . 5 FEET; SCOTT STREET FROM PERRY AVENUE TO MISSOURI
AVENUE FOR A DISTANCE OF 338 . 0 FEET; STODDARD STREET FROM PERRY AVENUE
TO EAST OF MISSOURI AVENUE FOR A DISTANCE OF 520 . 6 FEET; NORTH MIDDLE
STREET FROM NORTH STREET TO WASHINGTON AVENUE FOR A DISTANCE OF 640 . 0
FEET; AMYTHEST STREET FROM FREDERICK STREET TO MIDDLE STREET FOR A
DISTANCE OF 388 . 0 FEET; SPANISH STREET FROM FIRST STREET TO SECOND
STREET FOR A DISTANCE OF 150. 0 FEET; JOHNSON STREET FROM MAIN STREET TO
RAND STREET FOR A DISTANCE OF 580. 0 FEET; RAND STREET FROM GREEN ACRES
DRIVE TO CAPE ROCK DRIVE FOR A DISTANCE OF 441. 0 FEET; AND HILLCREST
DRIVE FROM COUNTRY CLUB DRIVE TO TIMON FOR A DISTANCE OF 800 . 0 FEET.
To the Honorable Mayor and Council
of the City of Cape Girardeau, Missouri
Gentlemen:
In response to the advertisement of your City Clerk, published in
the Southeast Missourian, calling for bids for the improvement of
the above named streets, the undersigned hereby proposes to furnish all
labor, material, and equipment and all else necessary to begin work
within twenty (20) days after the award of the contract by the City
Council, and to complete the work by November 1, 1991, and in
accordance with the laws and ordinances pertaining to the work, for the
following unit prices:
Unit
Unit Cost Cost
SECTION I - PARK AVENUE - 25' WIDTH
l. Asphalt Concrete 129 . 4 Ton $ � �. `� $ ��� �3 �c
2 . Liquid Asphalt, RS-1 240 Gal . $ /, °° $ � �D c,
00
3 . Raise Manhole 1 Each $ /� �� �� $ ��'0�
TOTAL $ 3' 9�'3� ��
1 PROPOSAL
3 INCH ASPHALT PROGRAM
PAGE 2
SECTION II - SPRING AVENUE - 20' WIDTH
175 . 9 Ton $ .� 8 �� $ `� �1� 5. zo
1. Asphalt Concrete -
2 . Liquid Asphalt, RS-1 326 Gal . $ /� �` $ .���• ��
3 . Grade Swale 150 L.F. $ �Z. c� $ 3 0°. ��
�, ��
4 . Adjust Manhole to Grade 2 Each $ /� o• S �°0�
TOTAL $ 5 7 S�' ��
SECTION III - SHARON LANE - 20' WIDTH
1. Asphalt Concrete 191. 5 Ton $ �Z�. �� $ S. 3� � . �J
2 . Liquid Asphalt, RS-1 355 Gal . $ /• " $ 3 5 S. ��
3 . Grade Swale 65 L. F. $ ,Z. J $ � ��• ��
�,, <<
4 . Revise Manhole 3 Each � /o �� $ -3 °0.
<.�
5 . Install Rip Rap 5 Tons $ /S. �a $ �S ,
TOTAL $ � ��� o 0
SECTION IV - SPRING AVENUE - 20' WIDTH
1. Asphalt Concrete 14 7 . 0 Ton $ �2�, °° $ `f �/� ��
2 . Liquid Asphalt, RS-1 272 Gal . $ /• `` $ a��� ��
3 . Grade Swale 260 L. F. $ �, " �` S''��' �n
4 . Adjust Manhole to Grade 1 Each $ /o o �� $ � °p �J
TOTAL $ s' G� �� co
SECTION V - SCOTT STREET - 20' WIDTH
1. Asphalt Concrete 140 Ton $ �2�. G`' $ 3��1� o• �v
2 . Liquid Asphalt, RS-1 259 Gal . $ /, `D $ �25`�. ��
�3 ��. bc
3 . Grade Ditch 20 L. F. $ �_ $
4 . Remove Concrete 11. 70S .Y. $ ��, 00 $ �� 7 ea
5. 15" C.M. P. , complete �r ao
in place 97 L. F. $ /S. $ /, �/SS.
6. Adj ust Manhol e to Grade 1 Each $ /° �• �� $ / � o. °�
7 . Install Aggregate 10 Tons $ ��� �� $ � � �• ��
TOTAL $ �9 �a •
PROPOSAL
3 INCH ASPHALT PROGRAM
PAGE 3
SECTION VI - STODDARD STREET - 20' WIDE
1. Asphalt Concrete 189 . 2 Ton $ ��. °° $ 5 � �� G�
2 . Liquid Asphalt, RS-1 350 Gal . $ /. �n $ �5�. ��
�o
3 . Revise Manhole 1 Each $ /00• � $ � �c.
TOTAL $ �' 7� ' `c
SECTION VII - MIDDLE STREET - 20' WIDE
1. Asphalt Concrete 232 . 2 Ton $ ��. `D $ �, Sv /. ��
2 . Liguid Asphalt, RS-1 430 Gal . $ I. °° $ `�3�' cc
�, ��
3 . Grade Ditch 200 L.F. $ �. $ � ��•
4 . Grade Shoulder
150 L. F. $ �2.'� $ 3 00. ``
5. Adjust Manhole to Grades
4 Each $ /�o. `' $ �C o. ��
6. Install 15" C.M.P. , complete �� S�o, °�
in place 34 L. F. $ �S� $
7 . Clean Out Pipe 24 L. F. $ 3� �� S �'�� �
TOTAL $ �" � /3 `o-
SECTION VIII - AMETHYST STREET - 18' WIDE
1. Asphalt Concrete 125.7 Ton $ a �'. G� $ �, s�y� ��
2 . Liquid Asphalt, RS-1 233 Gal . $ /• °o $ a3�' L�
`° co. °o
3 . Adjust Manhole to Grade 1 Each $ /vc. $ /
4 . Install 15" C.M. P. , complete �5 L. F. $ �S �� $ � �.?S ��
in place -
t� L��
5. Remove Concrete 17 . 30S .Y. $ /o• $ / �3 .
TOTAL $ s /5 0. `°
PROPOSAL
3 INCH ASPHALT PROGRAM
PAGE 4
SECTION IX - SPANISH STREET - 20' WIDE
.
1. Asphalt Concrete 54 . 0 Ton $ � �, " $ / S/a `o
2 . Liquid Asphalt, RS-1 100 Gal . $ /. °° $ � �O� c�
CG
3 . Grade Swale 100 L. F. $ �, O° $ �CC
�, ��
4 . Adjust Manhole to Grade 1 Each $ /� �� $ � OC�
TOTAL $ l y� � co
SECTION X - JOHNSON STREET - 20' WIDE
1. Asphalt Concrete 211 Ton $ a�� � $ �. � �y� �_
2 . Licxuid Asphalt, RS-1 391 Gal. $ /. `�` $ 3�3�� ��
3 . Grade Ditch
120 L. F. $ �. `': $ � `�� ��
4 . Grade Swale 200 L. F. $ �� �y $ � ��' c'
5 . Adjust Manhole to Grade 1 Each $ /��• `" $ /D°. `�
6. Install 15" C.M.P. , complete S «
in place 63 L.F. $ IS," $ 9�
oa
TOTAL $ � y��
SECTION XI - RAND STREET - 18� WIDE
1. Asphalt Concrete 150. 4 Ton $ �F' `'` $ `� � // a`
2 . Liquid Asphalt, RS-1 279 Gal . $ /. °' $ � 79� ��
3 . Adjust Manhole to Grade 2 Each $ /co. `� $ a°° ��
4 . Install 15" C.M. P. , complete � �o ��
in place 33 L. F. $ /s. $ `�`5.
TOTAL $ '� ��s' ��
PROPOSAL
THREE INCH ASPHALT PROGRAM
PAGE 5
SECTION XII - HILLCREST DRIVE - 18 ' WIDE
1 . Asphalt Concrete 271. 1 Ton $ � i'. `` $ 7, 5 `%G . �'
2 . Liquid Asphalt, RS-1 502 Gal . $ /. `° $ % � -� ��
190 L. F. $ �. `` $ � , , ��
3 . Grade Ditch � ° `�
�. .
4 . Adjust Manhole to Grade 1 Each $ / � �• $ � i��
5 . Install 15" C.M. P. , complete �-
in place
30 L. F. $ ;S. ` $ � � '�
6 . Concrete Removal 4 S Y • $ i� �: $ `�`' c�
TOTAL $ Li J �-� . y✓
I have enclosed herewith a certified check or bid bond in the
amount of five percent (5%) of the bid, payable to the City of Cape
Girardeau, Missouri, as a guarantee that I will, if awarded the
contract, in ten (10) days enter into contract and execute a bonci as
provided for by Ordinance for an amount equal to the amount of the
above bid and upon completion of the work and its acceptance by the
City, will accept payment from the General Revenue Fund of the City of
Cape Girardeau or from Federal Revenue Sharing Funds of the City of
Cape Girardeau.
The undersigned hereby agrees to do the work in conformity with
current Standard Specifications for Street and Sewer Improvements,
special provisions, and all ordinances of the City pertaining thereto,
including tne payment of all labor at the scale of wages as required by
law and ordinances.
Tne contractor hereby states that he has not been convicted of a
violation of the Prevailing Wage Law and is not prohibited from
contracting with the City of Cape Girardeau for the constructicn of
this public works project under such Prevailing Wage Law.
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F I R'�S
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A HOR Z SIG ATURE '
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CORPORATE SECRETARY 1 " ��1 0 �' S ���'
(CORPORATE S EAL) /� � � �c �t�� ,
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<<��i�� �-��. �lt ��1 � s i ��� ��� e,L�
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May 29 , 1991
A D D E N D U M �'1
TO
IMPROVEMENT OF PARK AVENUE FROM JEFFERSON STREET TO COUSIN STREET
FOR A DISTANCE OF 287 . 5 FEET; SPRING AVENUE FROM GOOD HOPE STREET
TO BLOOMFIELD ROAD FOR A DISTANCE OF 467 . 6 FEET; SHARON LANE NORTH
FROM LEAR DRIVE FOR A DISTANCE OF 532 . 2 FEET; SPRING AVENUE FROM
THEMIS STREET SOUTH TO THE OLD R.AILROAD RIGHT-OF-WAY FOR A DISTANCE
OF 389 . 5 FEET; SCOTT STREET FROM PERRY AVENUE TO MISSOURI AVENUE
FOR A DISTANCE OF 338 . 0 FEET; STODDARD STREET FROM PERRY AVENUE TO
EAST OF MISSOURI AVENUE FOR A DISTANCE OF 520 . 6 FEET; NORTH MIDDLE
STREET FROM NORTH STREET TO WASHINGTON AVENUE FOR A DISTANCE OF
640. 0 FEET; AMYTHEST STREET FROM FREDERICK STREET TO MIDDLE STREET
FOR A DISTANCE OF 388 . 0 FEET; SPANISH STREET FROM FIRST STREET TO
SECOND STREET FOR A DISTANCE OF 150. 0 FEET; JOHNSON STREET FROM
MAIN STREET TO RAND STREET FOR A DISTANCE OF 580 . 0 FEET; RAND
STREET FROM GREEN ACRES DRIVE TO CAPE ROCK DRIVE FOR A DISTANCE OF
441. 0 FEET; AND HILLCREST DRIVE FROM COUNTRY CLUB DRIVE TO TIMON
FOR A DISTANCE OF 800 . 0 FEET.
The following item has been added to the Scott Street Proposal :
SECTION V - SCOTT STREET - 20' WIDTH
8 . Junction Box 1 L. S . $ -�� �- `�
TOTAL $ 5 ��,. ��
Note that all items calling for liguid asphalt RS-1 on the Proposal
may have MC-30 substituted per paragraph IIA of the Specifications .
This addendum must be signed and attached to your bid
proposal.
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Company Name
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PREVAILING WAGE DETERMINATION '�
�
State Agency or Sub-Division I Determination No. I
City of Cape Girardeau-Engineering Div. � 91-016-0036 �
i,
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Location of Project I
Date of Issue
City County I �:�ri� 30 15°1
Cspe Girardesu Cape Girarceeu Couaty — ' 'I
iSupersedes Determination No.
� I I
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Description of Work:
' 1991 Three inch Asphalt Resurf2cing Fregrsm
I
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c1-016-OG�S I
Determination No. is provided upon the request of i
J. Rensey Russell I
' City of Cape Girardeau �
401 Independence
' Cape Girsrdeau, ?i0 63701
I; In accordance with Section 290.260 RSMo (1986), within thirty (30) days atter a certified copy of this i
— determination has been tiled with the Secretary ot State as indicaied below, any person who may be atfecied by
! this determination may object by filing an objection in triplicate with the Labor and Industrial Relations I
Commission, P.O. Box 599, Jetferson City, MO 65102. Such objections must set forth in writing the specific
; grounds oi objection. Each objection shall certity that a copy has been turnished to the Division of Labor
' Standards, P.O. Box 449, Jefferson City, MO 65102, and to the party which requested this determination,
� pursuaM to 8 CSR 20-5.010(1). -
�i
� `_1 ; � ; i : _ � �.
� � FOR OFFICE USE ONLY � `
;� � - -.._-_ _�-
/..� .�, � 0 ��:�1
Filed With Secretary Of State:
/1 ^
�i pV � � ''�,�J / ... _
Last Date Ob�ect�ons May �e F�le�: � _
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:� 5�a19�. : : c7�� ........ ....
STATE OF MISSOURI DOti'N� M. wHiTE
/ i. ' DEPARTMENT OF LABOR Ah'D INDUSTRIAL REL.ATIONS p�......c.,+
`` DIVISION OF LABOR STANDARDS °'."•�•
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JEFFERSON GITY, MISSOURI 651 OZ KEViN DiNWIDDIE
�I 1.�7�1.)�CJ D�v�f�0•
JOMN ASFICRO� o.cno•
cwc.�w
In accordance with your reauest for the pre�ailing hourly rate of weges for
workmen required to perform the project or construction contrsct identified in
your request, and pursuant to Section 290. 210 to 340 RSMo, the Division of Lebor
Standards, bei_ng auly informed and having fully considered the matter, finds,
deter�ines, declares, and certifies to 5ou and the public body you represent:
1. Thet tne "Prevailing Hourly rate of wages�� meenns the c.'ages peid general-
ly, in tne localitv in unich the public e.orks is being performed, to work-
men engaged in u�ork of s simiiar character including the basic hourly r�te
of pa� and �meunt of tne rate of contributions irrevocsbly made b� a con-
trsctor er subcontractor to a trustee or to a third person pursuant to a
fund, plen or progrem; and the emount of the rate of cost to the contrector
er subcontractor w'hicn ma} be reeson2bly anticipsted in providir.g benefits
to k�orkmen and mechsnics pursua.nt to an enforce�ble comroitment to carry out
e financieily ZESDOI151D1fl pian OT program T�h1Cf] w'LS comrounicsted in wLitiii�
to the workroen affected, for medical or hosp�tel care, peasions on retire-
ments or deatn, compensation for injuries e: illness resulting from occu�a-
t10I1n1 &Ct1Vlt}' OI insurar,ce t0 provide fillV C{ tne foregoi:�g� iOT llIle�p�C}-
roent benefits, �ife insurance, disability and sickness insurs;,ce, accice:�t
insurance, for vacaticn and holiday p2}, for defr�ving cost of �pprentice-
ship or other simila: programs, or for ether bona fide frin�e benefits, but
onlv wnere the centractor or subcontractor is not required ti} other federal
or state lew to provide any of the benefits; providea, that the obligetion
of a contrector or subcontrsctor to make peyme;:t in acccrdaace with tne
prevailing wage deters�ination of the depert�er.t, insofa: as sections
�90. 210 to 290. 340 are concerned, mav be discherged b� tne r�aking of pa} -
ment 1T1 C&S�l� �� ��1e IDc�:1::g Of 1TT2Vocable co:,tributions t.0 tSL'Stee OI
third Pe'_"SOIIS� as DTOl'lc?d herein, by the 2ssumption of an enforcesble
commitmeat to beer costs of a plan or program as provided herein, or eny
corobinat:ca the.reof, c.'ne-e the aggre �te of such payments, contributions
and cost is nct less than tne rste o�^�ay p1>>� t.he other amounts as pro�-id-
ec ':erei:,.
2, Thst certified cepies of tnis cieterminstion k'ill be filed immedistel�
k�ith the Secretsry of tne State of ?��iss�uri �nd i�i the fiies of tnis depsrt-
roent.
The Division is not authorized to iix wage rates. The applicable law 21ioc:s it
to only sscertain khat, in fsct, are the pre�-ailing hourly usges for s given
cr&ft in a given locality. A Locelity is the cour.t5 or counties u�nere the
project is to be constructed. The law provides thst not less than the pre��ail-
ing hourly weges determined by the Divislo�aufull�•�eaP�id by a contractor or
subcontractor. A hig�er uage rate may be p
Should. ob�ections be filed to any portion of this determination, such obJ'ection
or objectlons must be speciric and filed in nCCOTl7�1lGP kith Section 290. 260 of
the Prevailing k'ege Lew.
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Heavy Construction Rates for CAPE GIP�RDEP.L County (s)
Basic Fringe Benefit Payments
Crafts Hourly
Rates H 6 W Pen . Vac . App.'I�g. I Others
� CARPENTERS
(See attached sheet for c�re infonratio )
,7ourneymen 17 • 2� 1 . 65 . 75 . 33
Millwrights 17 • 20 1 . 65 . 75 . 33
Pile Driver Worker 17 . 20 1 . 65 . 75 . 33
OP�RATING ENGINEERS
(See attached shc-�t For Clzs�ifications
Group I 16 . 00 ! 2 . 55 I 2 . 80 , . 34 �
Group II " 15 . 6� � 2 . �5 2 . 80 � . 3r
Group I I I 15 . �5 ' 2 . S 5 � 2 . 8 0 . 3 -^_
Group N 14 . 60 �' 2 . 55 ; 2 . 80 . 3=_
I...��ORERS
(�e at�2.Ched sheet fcr Classific�tions
Ger,eral �aborers 1^ . 6:, 1 .70 , 1 . 75 ; . 10 i
Skilled Laborers 15 . 25 1 . 70 + 1 . 75 � . 10
TRtiCK DRIVERS-TEA�'.STERS - 2 , p..p 2 . 00
Teamsters - (See below fcr Rates;
iCI�ASSIFIGATICYvS P.ATE C�A�SSIFICATICi� R�TE
Fl 2t Be�d 'I�-u�ks - Single exle 14 . 5 8 Tank on - en le 1�.;�
f r lat Bed 'I�-�cks - 'I'�a:�der;, ?.x1e 1� . 7 3 'I'"ank Wa.g�on - S�m.i-TYailer 14 . 8�
iStation ��ons 14 . 53 Insley wagons, D�r�sters, Hal:-
?�c.� �1{s 14 . 5 8 �acks, Sa�edace, �c 1 ids �
!�terial 'I`rucks - Si.*�le Axle 14 . �8 other symilar equipment 14 . 8�
�aterial T.�-ucks - Tande^� Ax1e 19 . i:s A-FYarr�e � Dea-ric:K 'I�c_Ks '^ . 8�
S�ni and /or Pole '?�ailers 14 . 8� Flaat or Law Boy 14 . R 5
�inc.h, Fork & Steel Ti-uck.s 14 . 85 �farehouse�.n �4 , �g
Distributor Drivers & Opera�ors 14 . �5 *Tirgmn, Oiler � Greaser
:�itator & 'I'ransit Mi�-'I'rucks 14 . 74 Station Attendant an Const.
Tank �Fagon - Single Ax1e 14 . SS **Mechanics
*�e �age rate for Tire�e.n, Oiler & Greaser,. Station Attendant on Construction sha11 be the
s� as the �age rate for the oiler in the o�rating engineers schedule, except �erating
Engineer fringe benefits over and above any �plicable teamster benefits sha11 be added to
tea�ster Rages.
*�I'he R�age rate for Mechanics in the tea.rnsters schec�ule shall be the sar.*�e as Mechanics in
t�e onerating er�gineers schedule, except that operating engineer fringe benefits over and
above any zrn�licable tearnster benefits shall be added to teamster aages.
'IY�e shift pay differential - s�-ing shift twenty-five cents (25C) per hoiir, grave�ard shift
fifty cents (50�) per hour, above regular rates.
I OVERTI?� RATE: Wor�en shall be paid one � one-half (1�) times the regular rate of vages
for all hours Worked in excess of eight (8) hours per day (if vorking S-8' s) , or ten (10)
hours per day (if vorking 4-10's) , or forty (40) hours per �:eek, Monday through Friday.
For all time vorked on Saturday (unless Saturday is used as a make-up day) or Sunday,
time � one-t�alf (1�) shall be paid.
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