Imp. Proj. #411
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Originating Department 1\Wroved for Agenda Agenda Section
Manager Consent
Item No.
By: Dan D:>nahue By: 7-25-88 6.19
RESOIDTION D:ETERmNING 'IOTAL COST AND DIRECJ:m"G CITY CLERK TO PREPARE
ASSESSMENT ROLL FOR STREEr_~~N9~:~,,:__~~~::::::,{B(X)NE AVENtJE OVERLAY, QUEBEC
AVENUE OVERIAY) AND RJBLISH NarICE ESTABLISHING RJBLIC HEARTISG TO CONSIDER
SPECIAL ASSESSMENTS rro BEN~'L'l'lill PROPERrY
The City Engineer has subrnitte:l. final costs of Improvement Project No. 411
of $565,607.32 and $300, 004.10 will be funde:l under MSA prcx;JrCll11. The
balance will be funde:l as follows: ~
Assessment Assessable Total
Rate Footaqe Assessment
Commercial 17.39 8951 $155,657.89
Residential 8.69 6024 52,348.56
City Park Connnercial 17.39 1683 29,267.37
city Park Residential 8.69 3260 28,329.40
Total Amormt Assesseci $265,603.22
The estimate:l. cost of the project was $574,240. The proj ect involves
assessments to 91 parcels with 101 notices to be maileci.
staff recommends adoption of the resolution detennining the total cost and
establishing the public hearing on August 22, 1988, at 7:00 p.m.
MOTION BY lL/{t;L SEa:>ND BY i' J ,; '0."' ./
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Revievl : Administration Finance
-;~-~;';:""_-j0-_.:~>-~ ~~?~~~~~/:>~;>~::~~ ":,-.( -~::.... ;~: .;.~'O;: .~''::~. .'-'",~ -:":.--.'- .. '.; '-'!- < ':f-::-.;;:~~;:'f [::t:.~w~~;~~~~~Z~~~~~T?::::~~_t~:~~.-- ~::~ ~~~~ ?~. :;K': RFA-OO I ~:;~~&-~:~~.q~~
Otto G. Bonesuoo, P.E. Keith A. Gordon, P.E. Thomas W. Peterson. P.E. Charles A. Erickson
Bonestroo Robert W. Rosene, P.E. Richard W. Foster, P.E. Michael C. Lynch, P.E. Leo M. Pawelsky
Joseph C. Anderlik, P.E. Donald C. Burgardt, P.E. James R. Maland, P.E. Harlan M. Olson
Rosene Bradford A. lemberg. P.E. Jerry A. Bourdon, P,E. Kenneth P. Anderson, P.E. Susan M. Eberlin
Richard E. Turner, P.E. Mark A. Hanson, p.E. Keith A. Bachmann, P.E. Mark A. Seip
Anderlik & James C. Olson. P.E. Ted K. Field. P.E. Mark R. Rolfs, P.E.
Glenn R. Cook, P.E. Michael T. Rautmann, P.E. Robert C. Russek, A.LA.
Associates Thomas E. Noyes, P.E. Robert R. Pfefferle, P.E. Thomas E. Angus. P.E.
Robert G. Schunicht. P.E. David O. loskota, P.E. Howard A. Sanford, P.E.
Marvin L. Sorvala, P.E.
Engineers & Architects
July 18, 1988
City of New Hope
4401 Xylon Ave. No.
New Hope, I1N 55428
Attn: Daniel Donahue
Re: Boone Avenue, Quebec Avenue Overlay
Project No. 411
Our File No. 3477
Dear Dan:
We have determined the final costs for the above project and compared them to
the preliminary report which is listed below. The reconstruction of Quebec
Avenue was not anticipated in the preliminary report and therefore it's cost
has been separated for comparison.
Final Preliminary %
Cost Report Comparison
Boone/Quebec Ave. Overlay $463,118.64 574,280 - 19.36 %
Quebec Ave. Reconstruction 102,488.68 N/A
$565,607.32 $574,280
Similar to other street resurfacing projects, driveway apron reconstruction
\Vas included at the homeowners request. Listed below is the final rates to be
used for driveway reconstruction.
Final Estimated % Comparison
Curb 11.79 16.00 - 26.31%
Bituminous Replacement 14.24 15.00 - 5.1%
Concrete Replacement 25.61 34.00 - 24.68%
The total final cost for those homeowners \.Jhich requested driveway
reconstruction is $19,027.53.
-1-
2335 West Highway 36 e St. Paul, Minnesota 55113 @ 612-636-4600
City of ~rew Hope July 18, 1988
Daniel Donahue
New Hope, MN
To determine the amount to be assessed the Quebec Avenue reconstruction and
driveway apron reconstruction was not included. The assessment rate for
commercial/multiple and residential property was determined in accordance with
city policy for collector type roads. The commercial rate is equal to the
total amount to be assessed divided by the front foot of street being
resurfaced. The residential rate is equal to two thirds the commercial rate
in addition to a 25% reduction due to the fact it's anticipated residential
property will be assessed more frequently on a collector type roads than
residential streets. The final assessment rates compared to the preliminary
report are listed below.
Final Preliminary %
Rate Report Comparison
Commercial 17.39 22.49 - 22.67%
Residential 8.69 11.25 - 22.75%
The amount to be assessed for each property type including city park is listed
below.
Assessment Assessable Total
Rate Footage Assessment
Commercial 17.39 8951 155,657.89
Residential 8.69 6024 52,348.56
City Park Commercial 17.39 1683 29,267.37
City Park Residential 8.69 3260 28,329.40
Total Amount Assessed $265,603.22
It is recommended the assessment hearing for this project be scheduled the end
of August or first of September.
If you have any questions, please contact this office.
Yours very truly,
~~~~~ & ASSOCIATES, INC.
Mark~ Hanson
MAR: ci
cc: Carol Carlson, Larry Watts, Marilyn Tellass
-2-
01
CITY OF NEW HOPE
RESOIDTION NO. 88-111
RESOIDTION DErERMINING TOrAL COST AND DIRECJ:m"G CITY CLERK
rro PREPARE ASSESSMENT ROLL FOR SIREET JMPROVEMENT NO. 411
(B:XJNE AVENUE OVERLAY, ~C AVENUE OVERLAY)
AND FUBLISH NarICE ESTABLISHING FUBLIC HEARTISG
10 CONSIDER SPECIAL ASSESSMENTS 'IO BENEFITED PROPERrY
VJ.HEREAS , the New Ho};>tS City Council did, after hearing up:>n notice publisheci
and. maile:l as require:l by law, on May 12, 1986, order construction
of street Improvement No. 411; and.
VJ.HEREAS , on April 13, 1987, the City Council did award the contract for the
construction of said improvements to Northwest Asphalt, Inc., 1451
County Road 89, Shako:pee, MN 55379 i and.
~\iHERFAS , the total cost of the project is $565,607.32; and
VJ.HEREAS , Minnesota statutes Section 429.061 requires that a propose:l
assessment roll shall be prepare:l by the City Clerk with the
assistance of the City Engineer and made available for public
inspection, and that this Council shall consider said assessment
roll at a public hearing after giving pro:per notice to the
affecte:l property owners.
NOW, THEREFORE, BE IT RESOLVED, by the COill1cil of the City of New Ho};>tS as
follows:
1. The portion of the cost of such improvement to be paid by the
City is hereby declareci to be $357, 600.87 and the portion of
the cost to be assesse:l against benefite:l property ov.mers is
declared to be $208,006.45.
2. :Assessments shall be payable in equal installments to be
payable on or before the first Monday in January, 1990, and
shall bear interest at the rate of eight (8) :percent };>tSr annum
from the date of adoption of the assessment resolution.
3. That the City Clerk, with the assistance of the city engineer
shall forthwith calculate the pro:per amount to be s}?ecially
assesseci for such improvement against every assessable lot,
piece or parcel of land within the district affecte:l without
regard to cash valuation as provide:l by law and she shall file
a copy of such assessment in her office for public
inspection.
4. That the City Clerk is directe:l to publish in the New HO}?e-
Golden Valley l?ost the attache:l Notice setting a public
hearing on August 22 , 1988, at 7:00 p.m., to consider the
propose:l assessment roll.
5. 'Ihat the city Clerk is directed. to nail notice of said public
hearing to all owners of benefitecl property set forth in the
prop::Jsec1 assessment roll.
Adopte:l by the City council of the City of New HO}?e, Hennepin Connty
Minnesota, this 25th day of July, 1988.
~ ~
~L~~~ ~
~ :MayO?
/J Q
Attest: (;ilL~ t/ ~u,-#lLiUL)
City Clerk
Bonestroo, Rosene, Anderlik & Associates, Inc. QlIO G. Boneslroo. P.E. Glenn R. Cook. P.E.
Hoben W. Rusene, P.E. J\t'flh A. Gordon, P.E.
o Juseph C. Ander/iA, P.E. Thomas E. NuyeJ, P.t:.
Bradford A. Lemberg, P.E. Richard W. Fosler, P.E.
'\ 2335 W T k H. 3 II Richard E. Turner, P.E. Robert G SchunichI P E
\ . run 19hway 6 Engineers & Architects James C. Olson, P.E. Afanrin L~ SOn'a'a. ~.E~ .
\ Sf. Paul!, MN 55113 ' Dona/dC. BUfgardt. P.E.
612.636.4600 Jerry A. Bourdun, P.E.
Mark A. Haf1Son. P.E.
Ted K. Field, P.E.
AIichael T. Rautmann, P.E.
Hubert R. P/t:JJt-rlt', P.t:.
l~. ri 1 13 1987 Du.'id O. ~uskUIU, P.E.
P , Thomas Jf. Petersun. P.E.
I\-fichae/ C. Lynch, P.E.
Karen L. ~Villis, P.E.
James R. Alaland, P.E.
City of Ne\v Hope Kennelh P. Andersun, P.E.
4401 Xylon AVenl.1e No. Keith. A. Bachmann, P.E.
Jfark. R. Rolfs, P.E.
New Hope, "M~N 55428 Robert C. Russek. A.I.A.
Thumas E. Angus, P. E.
SWII L. Yuung, P.t:.
At tn: 01r. Dan Donahue Charles A. ErkA~un
Leo AI. PawelsAy
liar/an AI. Olson
Re: Boone Avenue/Quebec Avenue Over lay Susan AI. Eberlin
Project 'No. 411
Our File No. 3477
Dear Dan,
Bids were received April 10, 1987 for the above referenced project. The low
bid of the seven bids received ~s from Northwest Asphalt with a total base bid
of $474,406.50. This amount is 7.5% below the engineer's estimateo
Similar to past street resurfacing projects, we have included the construction
of paving fabric over the entire surface prior to constructing the bituminous
overlay. The bid amount for this work is $45,519.90 which 1S 9.5% of the bid
amount. As In the past, we have also included a statement lU the specifica-
tions which allows the City to delete this work if they so desire.
We recommend a\vard of this contract to North\vest Asphalt, Inc. If you have
any questions, please contact this office.
Yours very truly,
~ ~NE' NDERL~ASSOCIATES' INC.
I-lark ,A _-' Hanson
MAR : 1 i
3108e
~ DEe 2 0 1989
STATE OF MINNESOTA F I L_ F 0 DISTRICT COURT
COUNTY OF HENNEPIN 1989 DEe I 9 AN to: 2S?OURTH JUDICIA:L DISTRICT
""I [: =! :,' .
v. HE;", 1 L C ~_; _ ~: i :; T E i C i'
C Q L!:: T ,t, ~~ ~< I : : ::: : ~) ,",: c. ~.'
THE CATHOLIC
CEMETERIES Plaintiff,
vs ORDER STRIKING TRIAL
CITY OF NEW HOPE Defendant. File #: AP 88-15980
PLEASE BE ADVISED that the above-entitled case scheduled for
~) ( court) trial on Januarv 23, 1990 is -stricken from our
trial calendar and will be rescheduled at a future date.
BY THE COURT:
Ee
~ .
Date: December 19, 1989
,.,.. \ J AN .3 0199U
BeL APPRAISALS
BJORKLUND, CAI{U}'EL, LACIIENMAYEI{, INC.
2822 ANTHONY LANE SO., MINNEAPOLIS, MINNESOTA 55418 (612) 781-0605 Fax: 781-7826
BRAD BJORKLUND MAl SREA REAL ES'IArE AI)PRAISERS
AL CARUFEL MAl &
RONLACHENMAYERsM CONSULTANTS
January 29, 1990
City of New Hope
c/o Steve Sondrall
Corrick and Sondrall
3811 West Broadway
Robbinsdale, Minnesota 55422
RE: Gethsemane Cemetery Special
Assessrnents
Our File # 86346
Dear Mr. Sondrall:
At your request, I have reviewed my October, 1986 Special
Assessment Analysis of the above captioned property and provided
you with further consultation services regarding pending special
assessments for Boone Avenue street reconstruction off of the
west side of the property. That effort consisted of a lengthy
phone conference on January 8th of .5 hour, a January 9th
conference in your office of 1.25 hours and a subsequent phone
conference on January 25th, 1990 for a total of 2 hours at
$125.00 equals $250.00. At this point I have placed all efforts
'on hold' and await further direction before proceeding in any
fashion in regard to this matter.
Atter you have reviewed this billing, t:)lease fOI'\;~ard the
attached invoices to the City for payment. Call if you have any
questions.
Sincerely,
BeL Appraisals, Inc.
r 1 ~ c ~ L/1
~1.l (~l'~v\/ (
Brad Bjorklund, iYlA I , SREA
BB/jkg
Enclosures
MORE THAN 50 YEARS FULL APPRAISAL SERVICES EEO/AA
BeL APPRAISALS
BJORKLUND, CARUFEL, LACHENMAYEI{, INC.
2822 ANTHONY LANE SO., MINNEAPOLIS, MINNESOTA 55418 (612) 781-0605 Fax: 781-7826
BRAD BJORKLUND !viAl SREA REAL ESTATE APPRAISERS
AL CARUFEL MAl &
RON LACHENMAYER SRA CONSULTANTS
INVOICE
DATE: January 29, 1990
CLIENT: Ci ty of Ne\fJ Hope
c/o Steve Sondrall
Corrick and Sondrall
3811 West Broadway
Robbinsdale, Minnesota 55422
PROPERTY: Gethsernane Cernetary
NevI Hope
CONSULTATION FEE: $250.00
OUR FILE NUMBER: 86346
MORE THAN 50 YEARS FULL APPRAISAL SERVICES EEO/AA
COUNCIL
REQUEST FOR ACTION
Originating Department Approved for Agenda Agenda Section
Development
City Manager
1-22-90 Item No.
By: Dan Donahue By: 8 . 1
EXECUTIVE SESSION REGARDING AN APPEAL TO SPECIAL ASSESSMENT FOR
IMPROVEMENT PROJECT 411 (1986 STREET IMPROVEMENT PROJECT)
Staff requests an exeuctive session to discuss the status of an
appeal made by the Gethsemane Cemetery for street improvements
made along Boone Avenue as part of the 1986 street Improvement
Project No. 411.
MOTION BY l/fL SECOND BY cQ,m~~:
TO: III of] 'In/] to / /J-l /(.vr ~ hU{~/ . /O.p ~.:21.ijC-Jt)
\.... (
r tilk H ft 1& ..5:5 2. ";
Review: Administration: Finance:
RFA-OOl
CORRICK & SONDRALL
A PARTNERSHIP OF PROFESSIONAL. CORPORATIONS
LA \-VYERS
3811 WEST BROADWAY
ROBBINSDALE. MINNESOTA 55422
TELEPHONE (612) S33~2241
CORRICK LAW OFFICES. P.A. FAX (612l 533.2243 L.EGAL ASSISTANTS
-
WILLIAM J. CORRICK LAVONNE E. KESKE
STEVEN A. SONDRALL. P.A. SHARON D. HOFSTAD
STEVEN A. SONORALL
MICHAEL R. LAFLEUR
MARTIN P. MALECHA
WILLIAM C. STRAIT
January 11, 1990
Mr. Daniel J. Donahue
City Manager
City of New Hope
4401 Xylon Avenue North
New Hope, MN 55428
RE: Gethsemane Cemetery Assessment Appeal
Our File No. 99.53001
Dear Dan:
As you know, an assessment appeal is pending in connection with
the $25,l63.33 special assessment levied against Gethsemane
Cemetery for street improvements made along Boone Avenue as part
of the 1986 Street Improvement Project #411.
The assessment was levied in August, 1988. The Cemetery has
1,447 lineal feet along Boone Avenue. It was charged the
commercial rate of $17.39 per lineal foot (1,447 x $17.39 =
$25,163.33).
Gethsemane argues in its appeal that its property is exempt from
the special assessment by Minn. stat. S307.09. said section does
provide an exemption if the property subject to the assessment is
presently used for burials, in the process of being sold for
gravesite5 or 1.5 reasonably anticipated as needed for said
purpose in the near future. They also argue that their property
has not realized an increase in market value which equals or
exceeds the amount of the assessment.
Both arguments are rebuttable. The cemetery property along Boone
is unimproved land. It is not being used or sold for gravesites
nor will it be needed within a reasonably definite future. The
Cemetery has land east of the subject land that can be used for
burial purposes for well over 50 years by the cemetery's own
admission..
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. - - -
THIS INSTRUMENT WAS DRAFTED BY (NA~fE AND -ADDRESS): I
Corrick & Sandrall J
j
;
Attorneys at Law
3811 West Broadv.ray
Robbinsdale, lVJN 5>422
612/533-2241
i
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Otto G. Bonestfoo, P.E. Keith A. Gordon. P.E. Thomas W. Peterson, P.E. Charles A. Erickson
Bonestroo Robert W. Rosene. P.E. Richard W. Foster, P.E. Michael C. Lynch, P.E. Leo M. Pawelsky
Joseph C. Anderlik. P.E. Donald C. Burgardt. P.E. James R. Maland, P.E. Harlan M. Olson
Rosene Bradford A. lemberg, P.E. Jerry A. Bourdon, P.E. Kenneth P. Anderson, P.E. Susan M. Eberlin
Richard E. Turner, P.E. Mark A. Hanson, P.E. Keith A. Bachmann, P.E. Mark A. Seip
Anderlik & James C. Olson. P.E. Ted K. Field, P.E. Mark R. Rolfs, P.E.
Glenn R. Cook, P.E. Michael T. Rautmann, P.E. Robert C. Russek. A.I.A.
Thomas E. Noyes, P.E. Robert R. Pfefferle. P.E. Thomas E. Angus, P.E.
Associates Robert G. Schunicht. P.E. David O. Loskota, P.E. Howard A. Sanford. P.E.
Marvin L. Sorvala, P.E.
Engineers & Architects
July 18, 1988
City of New Hope
4401 Xylon Ave. No.
New Hope. MN 55428
At tll: Daniel Donahue
Re: Boone Av-enue',mQ~ebec Avenue Overlay
P roj ec t,J'lQ.. ..~~_~_._... ---
Our File No.' -- 3477
Dear Dan:
We have determined the fin.al costs for the above project and compared them to
the preliminary report which is listed below. The reconstruction of Quebec
Avenue was not anticipated in the preliminary report and therefore it's cost
has been separated for comparison.
Final Preliminary %
Cost Report Comparison
Boone/Quebec Ave. Overlay $463,118.64 574,280 - 19.36 %
Quebec Ave. Reconstruction 102,488.68 N/A
$565.607.32 $574,280
Similar to other street resurfacing proj ects, driveway apron reconstruction
was included at the homeowners request. Listed below is the final rates to be
used for driveway reconstruction.
Final Estimated % Comparison
Curb 11.79 16.00 - 26.31%
Bituminous Replacement 14,,24 15.00 - 5.1%
Concrete Replacement 25.61 34.00 - 24.68%
The total final cost for those homeovrners which requested driveway
reconstruction is $19,027.53.
-1-
2335 West Highway 36 eSt" Paul, Minnesota 55113 e 612-636-4600
City of New Hope July 18, 1988
Daniel Donahue
New Hope, MN
To determine the amount to be assessed the Quebec Avenue reconstruction and
driveway apron reconstruction was not included. The assessment rate for
commercial/multiple and residential property was determined in accordance with
city policy for collector type roads. The commercial rate is equal to the
total amount to be assessed divided by the front foot of street being
resurfaced. The residential rate is equal to two thirds the commercial rate
in addition to a 25% reduction due to the fact it's anticipated residential
property will be assessed more frequently on a collector type roads than
residential streets. The final assessment rates compared to the preliminary
report are listed below.
Final Preliminary %
Rate Report Comparison
Commercial 17..39 22..49 - 22.67%
Residential 8..69 11.25 - 22.75%
The amount to be assessed for each property type including city park is listed
below.
Assessment Assessable Total
Rate Footage Assessment
Commercial 17..39 8951 155,657..89
Residential 8.69 6024 52,348.56
City Park Commercial 17..39 1683 29,267.37
City Park Residential 8..69 3260 28,329.40
Total Amount Assessed $265,603.22
It is recommended the assessment hearing for this project be scheduled the end
of August or first of September.
If you have any questions, please contact this office.
Yours very truly,
BONES~~~RLIK & ASSOCIATES, INC..
Mark . Hanson
MAH:ci
cc: Carol Carlson, Larry Watts, Marilyn Tellass
-2-
01
NEW HOPE CITY PARKS
I , CITY OF NEt~ HOPE
J' :ASSESSI~1ENT HEARING NarICE FOR 1986 ~rsA STREET RESURFACING
1l~1PROVEM:EJ:n1 PRO.JEcr NO. 411
(B:X)NE AVENUE BETI~ 27rrH AND 42ND AVENUES NORTH)
(QJEBEC AVENUE BETI~ 42ND AND 49TH AVENUES NORTH)
- /"
NarICE IS HEREBY GIVEN that the Council of the City of New Hope will meet at
the city :Hall, 4401 Xylon Avenue North, on Monday, the 22nd day of August,
1988, at 7:00 p.m., or as SCXJn thereafter as the ma.tter nay be heard, to
pass 1.1p:)n the prop:>sed assessments against abutting" pro:perty for Improvement
No. 411 for the resurfacing" of J300ne Avenue North between 27th and 42nd
Avenues North, and Quebec Avenue North between 42nd and 49th Avenues North.
Resurfacing" include:l the constnlction of a 1-1/2 inch thick bituminous
overlay including" the rerncwal of those sections of concrete curb and gutter
and concrete side~valk which warranted. removal and replacement, and all other
appurtenant works and services reasonably require:l. The follaving is the
area pror:osed. to be assesse:l:
Sandpiper Cove 2nd Addition lot 1, Bleck 1
Parrett' 5 Terrace lots 1-8, Block 1
Hipp I S Hope~aJcxxl Hills Revise:l Lots 5, 6, Block 5
Royal Oak. Hills 3rci Addition Lots 1-7, Block 1
Alan Peterson Addition Lots 1-3, Block 2
West ~vinnetka Park 2nd Addition Lots 1-17, Bleck 2
Lots 1-6, Block 2
lots 7-16, Block 3
J300ne Terrace lots 1-5, Block 1
Midland Terrace 1st Addition Lots 2-7, Block 1
Perry 1 S Spnlce\vcxxl Terrace Lot 16, Block 2
lot 1, Blc:x::k 3
Winnetka Hills 2nd Addition Lots 11, 12, Block 2
Lot 1, Bleck 3
Pinney Addition Lot 2, Blc::x;k 1
Auditor's SUbdivision No. 324 lots 4 & 5
GethserrB.,.'t')e Cemetery
Northwocd Terrace 1st Addition Lots 2,3,4,8,9,10,11, Block 5
Lots 6,1,8, Block 6 & Park
in ~North\vcxxl Terrace
1st AdOO. , & Park in
Northwcxxl Terrace 2nd and
3rci AdOO., also OUtlots 1
& 2 Hipp's Hopewood Hills
2nd AdOO.
RIB No. 1068 Tracts C & D
Section 8: That part of 11 754.71 ft. of NE-l/4 of StV-l/4 lying
mny of RR r/w except streets.
Section 18: Cannnencing at lliV- cor of S-1/2 of SE-l/4 thence S to
NW corner of Towers South thence E along N line
thereof 350 ft thence deflecting" right 19 degrees
distant 761.92 ft thence NEly to a point in S line of
HOpe~.lcxxl Hills distant 115 ft E from SW corner of Lot
4, Block 10 said AdOO. thence W to SW corner of said
lot 4, thence N to SE corner of lot 20, Block 5 ,
Hipp's Hopewood Hills Revise:l, thence ~V- to
beginning, except, roa.d.
.. Section 19: S 809 ft of E 700 ft of SE-1/4 of SW-l/4, except
f roa.d.
'!hat- ~p:ut of N 850 ft of E 50 roads of NE-l/4 of NW-
1/4 lyin;}' Ely ani Sly of RIB 157, except roa.d.
J'
S 700 ft of N-~1550 ft of E 50 roads of NW-l/4, except
roa.d "
The aIOCnJrlt to be SFeCially assesseci against your particular lot, piece or
parcel of land is: ;
PROPERTY I.D. NUMBER 19-118-21 24 0050 & 0051 Hidden Valley Park
~: st:reet: $ 9,732.80
Drive: $
Total: $
You may at any time prior to certification of the assessment to the cormty
auditor, pay the entire assessment on such property , with interest accnle:l
to the date of payment, to the City of New Hope. No interest shall be
charge:l if the entire assessment is paid within 30 days from the adoption
of this assessment. You ma.y at any time thereafter, pay to the City of Ne\v
Hope the entire amount of the assessment rema.ining unpaid, with interest
accnleci to I:ecernber 31 of the year in which such payment is ma.de. SUch
payment must be rna.de before November 15 or interest will be charge:l through
I:ecernber 31 of the succeeding year. If you decide not to prepay the
assessment before the date given abcwe, the rate of interest that will apply
is ten percent (10%) per year. The right to partially prepay the assessment
is not available.
The pro};XJseci assessment roll is on file for public inspection at the City
Clerk's office. The total amoUnt of the proposed assessment is
$287,589.88. Written or oral objections will be considereci at the meeting.
No ap~-al nay be taken as to the amolll1t of an assessment unless a signe:l,
yrritten objection is file:l,with the City Clerk pJ;ior to the hearing or
presente:l. to the presiciin<;J officer at the hearing. ~ The Cormcil may u};XJn
such notice consider any obj ection to the amount of a pro};XJse:l individual
assessment at an adj ourneci meeting upon such further notice to the affecteci
pro}?ert.y owners as it deems advisable.
If an assessment is conteste:l. or there is an adjourne:l hearing, the
following prcx:edure will be followeci:
1. The City will present its case first' by calling witnesses who may
testify by narrative or by examination, and by the intrcx:1uction of
exhibits. After each witness has testifie:l, the contesting party will
be allCJWe:l to ask questions. This prcx:edure will be repeateci with each
witness until neither side has further questions.
2. After the City has presente:l. all its evidence, the objector nay call
witnesses or present such testimony as the objector desires. The same
prcced:ure for questioning of the city's witnesses will be followeci with
the obj ector' s witnesses.
3 · The obj ector nay be represente:l. by counsel.
~< section 19: S 809 IT. of E 700 ft of SE-l/4 of SW-lj4, except
f ~d.
rrhat. ~part of N 850 ft of E 50 ~ds of NE-l/4 of NW-
1/4 lyi.nq Ely an:1 Sly of RIB 157, except ~d.
... /'
S 700 ft of N-~1550 ft of E 50 ~ds of NW-l/4, except
~d
The anount to be spacially assessec1 a~ your particular lot, piece or
parcel of land is: i
~PERIY I. D. NUMBER 08-118-21 33 0072 & 0073 Synnyside Park
ASSES..SMENr : street: $ 11 ,488. 18
Drive: $
Total : $
, '.
You my at any time prior to certification of the assessment to the county
auditor, pay the entire assessment on such property 1 with interest accrue:l
to the date of payment, to the City of New Hope. No interest shall be
chargeci if the entire assessment is paid within 30 days from the adoption
of this assessment. You may at any time thereafter, pay to the city of NevI
Hope the entire amount of the assessment remaining unpaid, with interest
accrue:l to December 31 of the year in which such payment is rna.de. SUch
payment must be made before November 15 or interest will be charge:l through
December 31 of the succeecling year . If you decide not to prepay the
assessment before the date given above, the rate of interest that will apply
is ten percent (10%) per year. The right to partially prepay the assessment
is not available.
TIle pro:pose:l assessment roll is on file for public inspection at the City
Clerk's office. The total amoUnt of the pro:pose:l assessment is
$287,589.88. Written or oral objections will be considereci at the meeting.
No appeal nay be taken as to the amount of an assessment utUess a signe:l,
written objection is fileci with the City Clerk p:r;ior to the hearing or
presented. to the presiding officer at the hearing. ~ The Council my u:pon
such notice consider any obj ection to the amount of a pro:pose:l individual
assessment at an adj omneci meeting upon such further notice to the affecte:l
property owners as it deems advisable.
If an assessment is contested. or there is an adjomne:l hearing, the
following prcx:::edure will be followeci:
-
1. The City will present its case first' by calling witnesses who ma.y
testify by nan::a.ti ve or by examination, and by the intrcduction of
exhibits. After each witness has testifie:l, the contesting party will
be alloweci to ask questions. This procedure will be repeateci with each
witness until neither side has further questions.
2. After the City has presented. all its evidence, the objector may call
witnesses or present such testimony as the objector desires. The same
prcx:::edure for question.i.ng of the City's witnesses will be followeci with
the obj ector's witnesses.
3. The obj ector ma.y be represente:l. by counsel.
--. section 19: S 809 ft of E 700 ft of SE-l/4 of SW-l/4, except
roa.d.
rrhat part of N 850 ft of E 50 roads of - NE-l/4 of N'W-
1/4 lyin; Ely an:i Sly of RI.S 157, except roa.d.
S 700 ft of N 1550 ft of E 50 roo.ds of NW-l/4, except
roa.d
The arrcunt to be SIJt9Cially assessed. against your particular lot, piece or
parcel of lard is:
PROPERTY I.D. NUMBER 08-118-21 32 0042 Sunnyside Park
ASSESSMENr: street: $ 7 , 1 08 . 42
Drive: $
Total: S
You may at any time prior to certification of the assessment to the county
auditor, pa.y the entire assessment on such property , with interest accrueci
to the date of pa.yment, to the City of New Hope. No interest shall be
charge:l if the entire assessment is pa.id within 30 days from the adoption
of this assessment. You my at any time thereafter, pa.y to the City of New
Hope the entire amount of the assessment remaining unpa.id, with interest
accrueci to December 31 of the year in which such pa.yment is made. Such
payment must be ma.de before November 15 or interest will be charge:l through
December 31 of the succeed.ing year. If you decide not to prepay the
assessment before the date given aJ:ove, the rate of interest that will apply
is ten percent (10%) per year. The right to partially prepay the assessment
is not available.
The propc:>seci assessment roll is on file for public inspection at the City
Clerk's office. The total amount of the propc:>se:l assessment is
$287,589.88. Written or oral objections will be considere:l at the meeting.
No appeal may be taken as to the amount of an assessment unless a signe:l,
'Written objection is file:lWith the City Clerk prior to the hearing or
presented. to the presiding officer at the hearing. The Conncil may upc:>n
such notice consider any obj ection to the amount of a propc:>se:l individual
assessment at an adj Oun1e:l meeting upon such further notice to the affecte:l
property owners as it deems advisable.
If an assessment is conteste:l. or there is an adj Oun1e:l hearing, the
following proc::edure will be followeci:
1. The City will present its case first' by calling witnesses who may
testify by narrative or by examination, and by the intrcduction of
exhibits. After each witness has testifie:l, the contesting party will
be allowe:l to ask questions. This proc::edure will be repeate:l with each
witness rmtil neither side has further questions.
2. After the city has presente:l. all its evidence, the objector my call
witnesses or present such testimony as the objector desires. The same
prc::x:eClure for questioning of the City's witnesses will be follo\veci with
the obj ector 1 s witnesses.
3 . The objector ma.y be representeci by counsel.
- Section 19: S 809 ft of E 700 ft of SE-l/4 of SW-l/4, except
" J" road.
'!hat- ~pa.rt of N 850 ft of E 50 roads of NE-l/4 of :NW-
1/4 lyi.n:3' Ely arrl Sly of RIB 157, except road.
.r-
S 700 ft of N'.1550 ft of E 50 roads of NW-l/4/ except
road
TIle anount to be spt9Cially assessed against your pa.rticular lot, piece or
parcel of land is: ;
PROPERTY I.D. NUMBER 18-118-21 34 0082 Northwood Park - West Side
ASSES.SMENr: street: $ 1 8 , 781 . 20
Drive: $
Total.: $
You nay at any time prior to certification of the assessment to the county
auditor, pa.y the entire assessment on such property , with interest accnleci
to the date of pclyment, to the City of New Hope. No interest shall be
charge:l if the entire assessment is pclid within 30 days from the adoption
of this assessment. You nay at any time thereafter, pcly to the city of New
Hope the entire amount of the assessment rema.ining Ul1pclid, with interest
accnleci to Cece.rriber 31 of the year in which such pclyment is made. Such
pclyment must be ma.de before November 15 or interest will be charge:l through
Cece.rriber 31 of the. succeeding year. If you decide not to prepclY the
assessment before the date given above/ the rate of interest that will apply
is ten percent (10%) per year. The right to pa.rtially prepclY the assessment
is not available.
The pro}?Oseci assessment roll is on file for public inspection at the City
Clerk's office. The total amoUnt of the proposed assessment is
$287,589.88. Written or oral objections will be considere:l at the meeting.
No appeal may be taken as to the amount of an assessment unless a signe:l,
written objection is file:lwith the City Clerk p*ior to the hearing or
presented to the presicling" officer at the hearing. ~ The COlll1cil may u}?On
such notice consider any obj ection to the amount of a pro}?Ose:l individual
assessment at an adjomneci meeting upon such further notice to the affecte:l
property ovmers as it deems advisable.
If an assessment is conteste:l or there is an adj omneci hearing, the
following proceClure will be followeci:
1. The City will present its case first. by calling witnesses who may
testify by narrative or by examination, and by the intrcx:iuction of
exhibits. After each witness has testifie:l, the contesting party will
be allowe:l to ask questions. This prOCE:Clure will be repeateci with each
witness ill1til neither side has further questions.
2. After the City has presente:l. all its evidence, the objector ma.y call
witnesses or present such testimony as the objector desires. The same
proceClure for questioning of the City's witnesses will be followeci with
the obj ector I s witnesses.
3 . The obj ector nay be represented by counsel.
-, section 19: S 809 ft of E 700 ft of SE-l/4 of SW-l/4, except
,. roa.d.
rrhat pcu:.t of N 850 ft of E 50 roa.ds of' NE-l/4 of NW-
1/4 lyirg Ely an::i Sly of RIB 157, except road.
S 700 ft of N 1550 ft of E 50 roa.ds of NW-l/4, except
roa.d
The am:n.rnt to be 5F€Cially assessed against your pcu:.ticular lot, piece or
parcel of larrl is:
PROPERTY I.D. NUMBER 18-118-21 43 0001 - Northwood Park - East Side
ASSESSMENr: street: $ 10,486.17
Drive: $
Total: $
You nay at any time prior to certification of the assessment to the county
auditor, pay the entire assessment on such property , with interest accrue:l
to the date of payment, to the City of New Hope. No interest shall be
chargeci if the entire assessment is paid within 30 days from the adoption
of this assessment. You my at any time thereafter, pay to the City of Nevi
Hope the entire amount of the assessment rema.ining unpaid, with interest
accrue:l to December 31 of the year in which such payment is made. Such
payment must be made before November 15 or interest will be charge:l through
December 31 of the succeeding year. If you decide not to prepay the
assessment before the date given aOOve, the rate of interest that will apply
is ten percent (10%) per year. The right to partially prepay the assessment
is not available.
The proJ?Ose:l assessment roll is on file for public inspection at theCi ty
Clerk's office. The total amoUnt of the proJ?Osed assessment is
$287,589.88. Written or oral objections will be considere:l at the meeting.
No ap};)eal nay be taken as to the amount of an assessment unless a signe:l,
written objection is file:lwith the City Clerk prior to the hearing or
presente:l. to the presiding officer at the hearing. The Council may uJ?On
such notice consider any obj ection to the amount of a proJ?Ose:l individual
~sessment at an adj oUTIle:l meeting upon such further notice to the affected
property owners as it deems advisable.
If an assessment is conteste:l or there is an adj OUTIleci hearing, the
followirg procedure will be followeci:
1. The City will present its case first. by calling witnesses who may
testify by narrative or by examination, arrl by the intrc:x::1uction of
exhibits. After each witness has testifie:l, the contesting party will
be allowe:l to ask questions. This prcx:edure will be repeateci with each
witness tU1til neither side has further questions.
2. After the City has presente:l. all its evidence, the objector nay call
witnesses or present such testimony as the objector desires. The same
prcx:edure for questioning of the City's witnesses will be followe:l with
the obj ector' s witnesses.
3 . The objector may be represente:l. by counsel.
.... · 4. I Minnesota rules of evidence will not be strictly applieci; havlever, they
rna.y be considere:l and. argue:l to the Council as to the weight of i terns
of evidence or testirnony presente:l to the Council.
5. '!he entire prcx:ee:iings will be taP'S-recorde:l.
-' "....
6. At the close of presentation of'.evidence, the objector may m.:::tke a final
presentation to the Council ba.seci on the evidence a.ld the law. No new
evidence nay be presente:l. at this point. An owner ma.y appeal an
assessrrent to district court pursuant to Minnesota statutes Section
429. 081 by seJ:V.i.rq notice of the appeal upon the mayor or clerk of the
City within 30 days after the adoption of the assessment and filing
such notice with the district court wi thin ten days after Sel:Vice upon
the rrayor or clerk.
The City has no ordinance pemitting the defement of the levy of special
assessments on a hardship basis for citizens age 65 or over, as authorize:l
in M.S. 435.193 through 435.195.
Carol E. Carlson
City Clerk
By Order of the City Council
August 4, 1988
i
~
MEIER, KENNEDY & QUINN
A lcameys al Law
WILLIAM C, MEIER (1920 - 1981) SUITE 430, MINNESOTA BUILDING
ALOIS D. KENNEDY. JR. SAINT PAUL. MINNESOTA 55101-1183
TIMOTHY P. QUINN (612) 228-191 1
ANDRE~V J. SISENZIMMER
LEO H. DEHLER
THOMAS 8. WIESER
NANCY GOERING REILLY
August 22, 1988
Honorable City Council
City of New Hope
4401 Xylon Avenue North
New Hope, ~Ainnesota 55428
Re: Street Resurfacing Improvement Project No. 411
Boone Avenue Between 27th and 42nd Avenues North
(Gethsemane Cemetery)
Dear Council Members:
The Catholic Cemeteries, owner of Gethsemane Cemetery,
respectfully objects to the assessment proposal to be levied
against the real estate comprising Gethsemane Cemetery for
Improvement Project No. 411 for resurfacing of Boone Avenue
North between 27th and 42nd Avenue North, the hearing for which
is set for August 22, 1988, at 7:00 p.m.
The objection is based on the exempt status of the cemetery
property and the lack of benefits to the property from the
project.
Yours very truly,
MEIER, KENNEDY & QUINN ,
P. Quinn
for The Catholic Cemeteries,
Gethsemane Cemetery
TPQ:nen
.JAMES p. LARKI N LARKIN, HOFFMAN, DALY & LINDGREN, LTD. DAVI D .J. PEAT
ROBERT L. HOFFMAN FRANCIS E:. GIBERSON
.JACK F. DALY MICHAEL T. McKIM
D. KENNETH LINDGREN CHARLES R. WEAVER
ANDREW W. DANIE:L50N ATTORNEYS AT LAW HE:RMAN L. TALLE
WENDELL R. ANOE:RSON WILLIAM S. BRANDT
GERALD H. FRIED:::!..L VINCENT G. ELLA
ROBE:RT B. WHITLOCK TRACY R. EICHHORN-HICKS
ALLAN E. MULLIGAN 1500 NORTHWESTERN FINANCIAL CENTER 2000 PIPER JAFFRAY TOWER ANDREW.J MITCHE.LL
ROBERT.J. HENNESSEY .JOHN A. COTTER ~
.JAMES C. ERICKSON 7900 XERXES AVENUE SOUTH 222 SOUTH NINTH STREET BEATRICE A. ROTHWEILER
=::DWARD .J. DRISCOLL PAUL B. PLUNKETT
.JAMES P. MILEY BLOOMINGTON, MINNESOTA 55431 MINNEAPOLIS, MINNESOTA 55402 AMY DARR GRADY
GE:NE N. FULLER ALAN L. KILDOW
DAVID C. SELLERGRE.N TELEPHONE (6121 835-3800 KATHLEE.N M. PICOTTE NE.WMAN
RICHARD .J. KEENAN TELEPHONE (612) 338-6610 CATHE.RINE BARNE.TT WI L50N"
.JOHN D. FULLt-1ER .JEFFR:::Y C. ANDE:RSON
ROSERT E. BOYLE TELECOPIER (612) 835~5102 TELECOPIER (612l 338-1002 OA N I EL L. eOWLE:S
rRANK 1. HARVEY ,ODD M. VLA,KOVICH
RICHARD A. FORSCHLER TIMOTHY.J. McMANUS
CHARL:::S S. MODE.LL .JILL l. F"RIEDERS
CHRISTOPHER .J. DIETZEN NORTH SUBURBAN OFFICE GREGORY E:. KORS,AD
.JOHN R.BE:ATTIE CRAIG A. PETERSON
LINDA H. FISHE:R 8990 SPRINGBROOK DRIVE, SUITE 250 LISA A. GRAY
THOMAS P. STOLTMAN CiA;<Y A. ;<E:NN::::KE
STE:VEN G. L::::VIN COON RAPIDS, MINNESOTA 55433 THOMAS H. WEAVER
FORRE:ST D. NOWLIN SHANNON K. MCCA:-ISRIDGE
MICHA=:L C. .JACKMAN TELEPHONE 1612l 786~7117 MICHAEL S. COHEN
.JOHN E.DIEHL DENIS::: M. NORTON
.JON S. SWIERZ:::WSKI TELECOPIER t6121 786-6711 GARY A. VAN CLE:VE:
THOMAS .J. FLYNN MICHAEL B. BRAMAN
.JAM:::S P.OUINN .JOSEPH W. DICKE.;<
TODD I. FREEMAN .JACQUELINE F. DIETZ
STEPHEN 9. SOLOMON GAYLEN L. KNACK
PE:TE:R K. SECK RODNEY D. IVE.S
.JEROME H. KAHNKE Reply to Bloomington JULIE A. WRASS::
SHERRILL OMAN KURETICH CHRISTOPHE:R .J. HARRIS,HAL
GERALD L. SECK RONALD M. STARK, .JR.
.JOHN a. LUNDQUIST SHARON L. BRENNA
DAYLE NOLAN MARl KAY CANAGA LITZAU
THOMAS 8. HUMPHREY, .JR.
OF COUNS:::L
22, 1988 .JOSEPH GITIS
August .JOH N A. McH UG H
RICHARD A. NORD8YE
"ALSO ADMITTED IN
New Hope City Council WISCONSIN
4401 Xylon Avenue i\1orth
New Hope, r.1innesota 55428
Re: Special Assessment for Street Resurfacing Improvement Project
NO. 411 (Quebec Avenue Between 42nd and 49th Avenues North)
Dear ~1embers of the New Hope City Council:
Please be advised that this office represents Advanced Packaging
Corporation located at 4630 Quebec Avenue North in New Hope, Property
I.D. No. 08-118-21-33-0078. This letter shall constitute written
objection to the special assessment in t11e sum of $7,842.89 for
construction of the bituminous overlay on the street in front of Advanced
Packaging's property. As the Council is avlare, the bituminous overlay to
the street simply recoated the existing street. The market value of
Advanced Packaging's property has not increased in the amount of
$7,842.89 as the result of recoating the street since the property had
the benefit of a hard surfaced road before the street project. In fact,
the property has received no benefit or increased market value at all
from this "improvement". Advanced Packaging has a manufacturing facility
and the condition of the road abutting the property in no way benefits
the manufacturing work t11a t takes place at t11e facility.
On behalf of Advanced Packaging Corporation, we request that the City
Council eliminate or substantially reduce the special assessment against
t11 i s property.
S).~erely ,
~-~,~~
Amy D.0 rady, or 0 LINDGREN, Ltdo
LARKIN, HOFFMAN, DALY &
ds
cc: Edward Finke
RESOLUTION NO. 86-149
RESOLUTION OF THE CITY OF NEW HOPE,
COUNTY OF HENNEPIN, MINNESOTA
APPROVING A VARIANCE FROM MUNICIPAL STATE AID STANDARDS (MSA)
FOR MSA STREET 101 (BOONE AVENUE BETWEEN 27TH AND 62ND AVENUE NORTH)
1986 MSA STREET RESURFACING PROJECT NO. 411
WHEREAS, Municipal State Aid Street 101 * (Boone Avenue) was
constructed with a width of 44 feet with parking and a
design speed of 25 miles per hour for the vertical curve at
Northwood Parkway on Boone Avenue North; and
WHEREAS, pursuant to Minnesota Rule Chapter 8820.9912, the City of
New Hope has requested from the Minnesota Department of
Transportation (MnDOT) a variance from the required width of
48 feet with parking and a design speed of 30 miles per hour
for the vertical curve at Northwood Parkway on Boone Avenue
North; and
WHEREAS, the Variance Committee which was appointed for the express
purpose of analyzing the validity of this variance request
has recommended to the Commissioner of the Minnesota
Department of Transportation that the variance be granted;
and
WHEREAS, the Commissioner of the Minnesota Department of
Transportation has reviewed the recommendation from the
Variance Committee and has granted the variance.
NOW, THEREFORE, ~BE IT RESOLVED by the City Council of the City of New
Hope, Hennepin County, Minnesota, that the variance from
Municipal State Aid Standards for MSA Street 101 (Boone
Avenue) as granted by the Commissioner of the Minnesota
Department of Transportation be approved.
BE IT FURTHER RESOLVED
1. That the City Council of the City of New Hope
indemnifies, saves and holds harmless the State of
Minnesota and all its agents and employees of and from
any and all claims, demands, actions or causes of
actions of any nature or character arising out of or by
reason of, in any manner, the reconstruction of
Municipal State Aid Street 101 (Boone Avenue) from 27th
Avenue North to 62nd Avenue North in any other manner
than as a 48 foot wide street with parking and a 30
mile per hour design speed in accordance with Minnesota
Rule Chapter 8820.9912.
-2-
2. That the City Council of the City of New Hope agrees to
defend at their sole cost and expense any action or
proceeding commenced for the purpose of asserting any
claim of whatsoever character arising as a result of
granting of this variance.
Dated this 8th day of December, 1986.-
~,1' :J
. ~ . 1
,/,/ JJ """ _.... / _ "".~ C'"':
.<-A-#~C~' ~
/Mayor ./
Il~ L "" / L/1 Ij "" t
A t t est : L~t{j c-rl-L U, L.'}Jlc t,<Lif{/c~/
City Clerk
" \ \ ~)
- "' I '
_/\ " ,
J ; I (\ \ \ I "
" "- I .I t.
!
l' )
REQUEST FOR COUNCIL ACTION DATE T I !'vI E
- -
ORIGINATING DEPARTMENT: APPROVED FOR AGENDA: AGENDA SECTION:
NO.
~1anager 12/8/86 CONSENT BUSINESS
BY: Dan Donahue BY: ~ ITEM NO.
6.5
RESOLUTION APPROVING A VARIANCE FROM MSA STANDARDS 'IN THE RECONSTRUCTION OF
MSA STREET NUMBER 101 (BOONE AVENUE) FROM 271H AVENUE NORTH TO 62ND AVENUE
NORTH.
Mn DOT has reviewed the City1s request for a variance from Municipal State
Aid Standards in the reconstruction of Boone Avenue. Mn DOT has approved
this variance contingent upon the receipt of this resolution.
MOTIOt'J BY a"". 'I SECO~lD BY 01cU0
:' -t;:tJ~/i?-./)
r: ~ ! f {-"... ~'G/ - 1~1
TO: //(1/ / O-iO/f- i~f<') r"\. j~/:T/ ('...-re/
1,,- . .I _, ..~ \ ._
I
TO: MARK HANSON, ENGINEER
FROM: MARILYN TELLERS
DATE: August 13, 1987
SUBJECT: Improvement #411 - Footages
Footages for Improvement #411 - Boone & Quebec Avenues North
RESIDENTIAL:
*Single R-l 6024 feet
Pa rks R-1 3260
(Sunnysd,Hid Val,) 9284
COMMERCIAL:
C&I 5203
School 1484
Church/Cemetery 2264 8951
Parks C&1 (Nthwd) 1683
10684
.............. *..........
DRIVEWAY RECONSTRUCTION:
Estimated rates
Lineal Curb line - 503.70 ft @ $16.00 $ 8,059.20
16.00 ft @ 13.00 208.00
519.70 ft
Bituminous replacement 157.00 yds @ $15 2,355.00
82.75 yds @ $22 .~chooltto bus specif.) 1,820.50
239.75 yds
Concrete replacement 350.41 yds @ $34 11,914.00
20.00 yds @ $30 600.00
370.41 yds
$24,956.70
*The footage for Apartments are figured at percentage of units, in
proportion to street frontage improved, at 14% of minimum single family
rate. (Sandpiper Cove 2nd-14 units ".@ lO~ feet = 147 feet assessable)
Actual Boone Footage - 455 ft
Marilyn Tellers
~c:Carol Carlson
Dan Donahue
Larry Watts
RESOLUTION NO. 87-11
RESOLUTION APPROVING PARKING RESTRICTIONS ON
MINNESOTA STATE AID HIGHWAY 103 (QUEBEC AVENUE NORTH)
BETWEEN 42ND AVENUE NORTH AND 49TH AVENUE NORTH
IN THE CITY OF NEW HOPE, HENNEPIN COUNTY, MINNESOTA
WHEREAS, plans and specifications have been prepared for
improvements on Minnesota State Aid Highway 103 (Quebec
Avenue North) between 42nd Avenue North and 49th Avenue
North in the City of New Hope, Hennepin County,
Minnesota (S.A.T. 182-103-04); and
WHEREAS, in accordance with Minnesota State Aid Highway
Standards the design of the street does not provide
adequate width to allow parking on both sides of Quebec
Avenue North between 42nd Avenue North and 49th Avenue
North; and
WHEREAS, Minnesota State Aid Highway Standards require that
certain parking restrictions be placed on MSAH 103 in
order to assist in mitigating hazards which may be
caused by the deviation of width from Minnesota State
Aid Highway Standards; and
WHEREAS, the Minnesota Department of Transportation has proposed
the parking restriction on MSAH 103 as a necessary
prerequisite to approval of project S.A.T. 182-103-04
as a Minnesota State Aid Project in the City of New
Hope.
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City
of New Hope, Hennepin County, Minnesota, approve a
restriction which bans parking on the east side of
Minnesota State Aid Highway 103 (Quebec Avenue North)
between 42nd Avenue North and 49th Avenue North in the
City of New Hope, Hennepin County, Minnesota.
Adopted this 26th day of January, 1987.
\. ~~ (
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I ' I ' .'1 l t : '-1 - 101 '7 J -: ^ -:
A t t est : ~<J~ L 'IJ-i.~ (1 I [(,t)."LkAL_.tJ-~U
City Clerk
REQUEST FOR COUNCIL ACTION DATE TIME
- -
ORIGINATING DEPARTMENT: APPROVED FOR AGENDA: AGENDA SECTION:
NO.
~1anager 1/26/87 CONSENT BUSINESS
BY: Dan Donahue BY: J7 ITEM NO.
6.6
RESOLUTION APPROVING PARKING RESTRICTIONS ON MINNESOTA STATE AID HIGHWAY 103 (QUEBEC
AVENUE NORTH) FROM 42ND AVENUE NORTH TO 49TH AVENUE NORTH, IN THE CITY OF NEW HOPE,
COUNTY OF HENNEPIN, MINNESOTA
This resolution approves the IIno parkingll restriction on the east side of Quebec
Avenue North. The Minnesota Department of Transportation is requiring this
resolution pursuant to standards of state aid streets. The road is less than
48 feet in width and in order to obtain state aid monies, no parking is required
on one side of the street. Since each commercial/industrial property is required
to provide on site parking, staff recommends parking be allowed along the west
side which is a city park.
~f
· .. z.-..c./~_ (0;;
MOTION BY SECOND BY Jb~~)
TO: (:;i' AO-dlJA /:?--z.{.1 __
/ /
Bonestroo, Rosene, Anderlik & Associates, Inc. 0110 G. BoneJIfUU, P. E. Glenn R. Cook, P_E
itulHn W. HwC'nr, P.L A'('lIh A, l.iurdun, I't.
0 Jwrph C. Andrrllk., P.t:. Inumu) 1:;.-. NU)'t'l, V t.,
Bradfurd A. J.~m~rg, P.l::, HKhurd W. Fa.uc'r, P.t:.
2335 W. Tlunk Highway 36 Engineers & Architects Richard 1::. Turner, P.l::. Hobrrl G. 54,'hunI('hl. P.t:.
James C. Olsun, P.J::. Marvin L. ~unulu, P.t:.
Sf. Paul, MN 55113 Donald C. 8ur~urd{, P.t:.
612.636.4600 Jury A. lJtI&Jrdvn, P.t:.
Murk A. HOfUun, P.t:.
Tt'd A'. held, P.E.
M,chad T. }tlJUIIIIUnn, I'. f
f(u~f/ H. l'lt'lJrrll', Vt.
December 18) 1986 JNlIld O. LUJAulU, P.t:,
TholllUJ W. Pt'/rrWll, P.t.:,
MIl,-'hur/ C. L)'Ih'h. P.t:.
Auren L. W,lIu, P. E.
Corrick & Sondral1 Attorneys JtJm~J R. Mu/und. 1'.1:.:.
K~nntlh P. AnUfnvn. P,I:.:.
3811 West Broadway Kfllh A. 8urhmiJtUl, P.L.
Robbinsdale, MN 55422 ,"{urlt. R. Rulfs, P. E.
Rubt-rt C. HUUt'A, A.I.A.
Thumus 1::.... .tIn~uj, V t.'
Attn: Marty Malechi s, ulI L. t'UUllt, JI L
Charles A. tnd.HIII
i.~u M. 1'"tn'h4)'
J/ur/un M. Olwn
S Uj an J,r t: ba' In
Re: Quebec Avenue Reconstruction
Cit~ of Ne~e), Minnesota
Project No 41t,./
Our File No. ~477
Dear Marty:
Additional street right-af-way is required for the reconstruction of Quebec
Avenue south of 48th Circle. We have requested and obtained the attached
drawing and description for the required acquisition. In addition, we have
attached a copy of the Quebec Avenue plan sheet for your information.
At this time we request that you prepare the necessary documents and proceed
with the acquisition of the required right-af-way. Doug Sandsted and myself
have met with Jerry Anderson, a representative of Lunds, and I don't believe
there will be any difficulty in acquiring the easement.
We believe only one property owner will be affected by this acquisition. If
you determine otherwise of have any questions, please feel free to contact us.
Yours very truly,
BONESTROO) ROSENE, ANDERLIK & ASSOCIATES, INC.
MarkA. Hanson
HAH/aes
Attachment
cc: ~ Donahue
Doug Sandsted
116ge
30 Year
Anniversary
...
:;
NOTICE OF PUBLIC HEARING ON PROPOSED
1986. MSA STREET RESURFACING
IMPROVEMENT NO. 411
(BOONE AVENUE BETWEEN 27TH AND 42ND AVENUE NORTH)
<QUEBEC AVENUE BETWEEN 42ND AND 49TH AVENUE NORTH)
1. Notice is hereby given that the City Council of the
City of New Hope, Minnesota, will meet on the 12th day of May,
1986, at 7:00 o'clock p.m. at the City Hall, 4401 Xylon Avenue
North, in said City for the purpose of holding a public hearing
on a proposed improvement as described hereinafter.
2. The general nature of the improvement is the
resurfacing of streets, resurfacing shall include the
construction of a It inch thick bituminous overlay including the
removal of those sections of concrete curb and gutter and
concrete sidewalk which warrant removal and replacement, and all
other appurtenant works and services reasonably required
therefor,' . to serve an area in the City of New Hope, County of
Hennepin, State of Minnesota, described as follows:
Sandpiper Cove 2nd Addition Lot 1, Block 1
Barrett's Terrace Lots 1-8, Block 1
Hipp's Hopewood Hills Revised Lots 5, 6, Block 5
Royal Oak Hills 3rd Addition Lots 1-7, Block 1
Alan Peterson Addition Lots 1-3, Block 2
West Winnetka Park 2nd Addition Lots 1-17, Block 1
Lots 1-6, Block 2
Lots 7-16, Block 3
Boone Terrace Lots 1-5, Block 1
Midland Terrace 1st Addition Lots 2-7, Block 1
Perry's Sprucewood Terrace Lot 16, Block 2
Lot 1, Block 3
Winnetka Hills 2nd Addition Lots 11, 12, Block 2
Lot 1, Block 3
Pinney Addition Lot 2, Block 1
Auditor's Subdivision No. 324 Lots 4 & 5
Gethsemane Cemetery
Northwood Terrace 1st Addition Lots 2,3,4,8,9,10,11, Block 5
Lots 6,7,8, Block 6 &
Park in Northwood Terrace
1st Addn., :& Park
in Northwood Terrace 2nd
and 3rd Addn., also
Outlots 1 & 2 Hipp's
Hopewood Hills 2nd Addn.
RLS No. 1068 Tracts C & D
Section 8: That part of N 754.71 ft of NEt of swl lying
NWly of RR r/w except streets.
1
..
"
Section 18: Commencing at NW cor of si of SEl thence S to
NW corner of Towers South thence E along N
line thereof 350 ft thence deflecting right
190 distant 761.92 ft thence NEly to a point
in S line of Hopewood Hills distant 115 ft E
from SW corner of Lot 4, Block 10 said Addn.
thence W to SW corner of said Lot 4, thence N
to SE corner of Lot 20, Block 5, Hipp's
Hopewood Hills Revised, thence W to
beginning, except road.
Section 19: S 809 ft of E 700 ft of SEt of- swl, except
road.
That part of N 850 ft of E 50 rods of NEl of
NWl lying Ely and Sly of RLS 157, except road.
S 700 ft of N 1550 ft of E 50 rods of NWl,
except road.
. .
3. The estimated cost of said improvement is $574,280000.
4. The area proposed to be assessed for the making of said
improvement shall include the premises described in paragraph 2
above.
5 . All persons interested are invited to appear at said
heari~g for the purpose of being heard with respect to the making
of said improvement.
Dated the 28th day of April, 1986 .
Carol E. Carlson
City Clerk
(Published in the New Hope-Golden Valley Post the 1st and. 8th
days of May, 1986 . )
'.
2
~~ ;0.
..
;}
NOTICE OF PUBLIC HEARING ON PROPOSED
1986. MSA STREE~ RESURFACING
IMPROVEMENT NO. 411
(BOONE AVENUE BETWEEN 27TH AND 42ND AVENUE NORTH)
(QUEBEC AVENUE BETWEEN 42ND AND 49TH AVENUE NORTH)
1. Notice is hereby given that the City Council of the
City of New Hope, Minnesota, will meet on the 12th day of May,
1986, at 7:00 o'clock p.m. at the City Hall, 4401 Xylon Avenue
North, in said City for the purpose of holding a public hearing
on a proposed improvement as described hereinafter.
2. The general nature of the improvement is the
resurfacing of streets, resurfacing shall include the
construction of a 1, inch thick bituminous overlay including the
removal of those sections of concrete curb and gutter and
concrete sidewalk which warrant removal and replacement, and all
other appurtenant works and services reasonably required
therefor,. . to serve an area in the City of New Hope, County of
Hennepin, State of Minnesota, described as follows:
Sandpiper Cove 2nd Addition Lot 1, Block 1
Barrett's Terrace Lots 1-8, Block 1
Hipp's Hopewood Hills Revised Lots 5, 6, Block 5
Royal Oak Hills 3rd Addition Lots 1-7, Block 1
Alan Peterson Addition Lots 1-3, Block 2
West Winnetka Park 2nd Addition Lots 1-17, Block 1
Lots 1-6, Block 2
Lots 7-16, Block 3
Boone Terrace Lots 1-5, Block 1
Midland Terrace 1st Addition Lots 2-7, Block 1
Perry's Sprucewood Terrace Lot 16, Block 2
Lot 1, Block 3
Winnetka Hills 2nd Addition Lots 11, 12, Block 2
Lot 1, Block 3
Pinney Addition Lot 2, Block 1
Auditor's Subdivision No. 324 Lots 4 & 5
Gethsemane Cemetery
Northwood Terrace 1st Addition Lots 2,3,4,8,9,10,11, Block 5
Lots 6,7,8, Block 6 &
Park in Northwood Terrace
1st Addn.,:~ Park
in Northwood Terrace 2nd
and 3rd Addn., also
Outlots 1 & 2 Hipp's
Hopewood Hills 2nd Addn.
RLS No. 1068 Tracts C & D
Section 8: That part of N 754.71 ft of NEt of swi lying
NWly of RR r/w except streets.
0,
1
..
Section 18: Commencing at NW cor of S! of SEl thence S to
NW corner of Towers South thence E along N
line thereof 350 ft thence deflecting right
190 distant 761.92 ft thence NEly to a point
in S line of Hopewood Hills distant 115 ft E
from SW corner of Lot 4, Block 10 said Addn.
thence W to SW corner of said Lot 4, thence N
to SE corner of Lot 20, Block 5, Hipp's
Hopewood Hills Revised, thence W to
beginning, except road.
Section 19: S 809 ft of E 700 ft of SEt of. swl, except
road.
That part of N 850 ft of E 50 rods of NEi of
NW! lying Ely and Sly of RLS 157, except road.
S 700 ft of N 1550 ft of E 50 rods of NWi,
except road.
. .
3. The estimated cost of said improvement is $574,280.00.
4. The area proposed to be assessed for the making of said
improvement shall include the premises described in paragraph 2
above.
5 . All persons interested are invited to appear at said
heari~g for the purpose of being heard with respect to the making
of said improvement.
Dated the 28th day of April, 1986.
Carol E. Carlson
City Clerk
(Published in the New Hope-Golden Valley Post the 1st and~8th
days of May, 1986.)
; '.
2
RESOLUTION NO. 36 - 53
RESOLUTION PROVIDING FOR
PUBLIC HEARING ON PROPOSED
1986 MSA STREET RESURFACING IMPROVEMENT NO. 411
BOONE AVENUE (27th Avenue to 42nd Avenue)
QUEBEC AVENUE (42nd Avenue to 49th Avenue) ..
BE IT RESOLVED by the City Council of the City of New Hope, Hennepin
County, Minnesota as follows:
1 . It is hereby found and determined that Bonestroo, Rosene, Anderlik
& Associates, Inc., Engineers for the City, have heretofore reported to this
Council that a public improvement for the City as described in the attached
Notice of Public Hearing is feasible and may best be made as proposed and
not in conjunction with any other improvement, and that the estimated cost of
said improvement to the City is $524,947.18.
2 . This Council shall meet at the time and place specified in the
form of notice attached hereto for the purpose of holding a public hearing
on the proposed construction of a public improvement as therein described,
and said notice of public hearing is hereby incorporated herein by this reference.
3 . The Clerk is authorized and directed to cause the attached notice
of the time, place and purpose of said meeting to be published for two
successive weeks in the New Hope-Golden Valley Post, the official newspaper
of the City, the first of such publications to be not less than 10 days and
the second not less than 3 days prior to the date of said meeting.
Dated the 14th day of Apri 1 , 1986.
~lj~~~~~
/ ayar ?7
Attest: {!-tJj-C~(./ G. (! JJ..JcluJ-U)
City Clerk
~
RESOLUTION NO. 86- 60
RESOLUTION ORDERING CONSTRUCTION OF
1986 MSA STREET RESURFACING
IMPROVEMENT NO. 411 AND PREPARATION
OF FINAL PLANS AND SPECIFICATIONS
(BOONE AVENUE BETWEEN 27TH AND 42ND AVENUE NORTH)
QUEBEC AVENUE BETWEEN 42ND AND 49TH AVENUE NORTH)
BE IT RESOLVED by the City Council of the City of New Hope
as follows:
1. It is hereby found and determined that Bonestroo,
Rosene, Anderlik & Associates, Inc., Engineers for the City, have
heretofore reported to this Council that a public improvement for
the City as described in the Notice of Public Hearing is feasible
and may best be made as proposed and not in conjunction with any
other improvement, and that the estimated cost of said
improvement to the City is $574,280.00.
2. It is further found that the Clerk did cause the
aforesaid Notice of Public Hearing indicating the time, place and
purpose of said public hearing to be published for two successive
weeks on May 1 and 8, 1986 in the New Hope-Golden Valley Post,
the official newspaper of the City, all in compliance with Minn.
Stat. section 429.031, and that this Council does hereby adopt
and ratify the actions of the Clerk.
3. This Council held a public hearing the 12th day of May,
1986, at 7:00 o'clock p.m. at the City Hall, 4401 Xylon Avenue
North, in said City, on the proposed 1986 MSA Street Resurfacing
Improvement No. .411 of the City, after notice of said hearing was
duly published as required by law in the New Hope-Golden Valley
Post, the official newspaper of the City, on May 1 and May'S,
1986.
4. The Council has examined and approved the Affidavit
pertaining to the mailing of notices of said hearing to the owners
of all parcels within the area proposed to be assessed, and has
examined and approved the mailing list containing the names and
addresses of all such owners; and this Council hereby finds,
determines and declares that notice of said hearing was duly
mailed the owners of each and all parcels within the area
proposed to be assessed in accordance with and as required by
law.
5. That all persons desiring to be heard were given an
opportunity to be heard thereon, and this Council having
considered the views of all persons interested in being fully
advised as to the pertinent facts, does hereby determine to
proceed with the making of said proposed improvement, and said
improvement is hereby ordered.
1
6. The area proposed to be assessed to pay the cost of
said improvement shall include the property described in the
notice of public hearing pertaining thereto.
7. Bonestroo, Rosene, Anderlik & Associates, Inc. I
Engineers for the City, are hereby authorized and directed
to proceed with the preparation and making of final plans and
specifications for said improvement.
Adopted by the City Council this 12th day of May, 1986.
Mayor
Attest: I!!UC/LL if /jt[/Z{';jyLA)
Carol E. Carlson, City Clerk
...
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OFFICIAL FILE COpy
BOONE AVENUE OVERLAY - M.S.A.P. NO. 182-101-08
QUEBEC AVENUE OVERLAY - M.S.A.P. NO. 182-103-04
CITY PROJECT NO. 411
FILE NO. 3477
NEW HOPE, MINNESOTA
INDEX
Index
Advertisement for Bids
Information to Bidders
Proposal
Special Provisions
1700. Adjust Miscellaneous Structures - Specific Requirements
General Requirements
2104. Removing Miscellaneous Structures - Specific & General Require.
2105. Excavation and Embankment - Specific & General Requirements
2116. Subgrade Correction - Specific & General Requirements
2211. Aggregate Base - Specific & General Requirements
2331. Plant-Mixed Bituminous Pavement - Specific & General Requirements
2341. Plant-Mixed Bituminous Surface - Specific & General Requirements
2357. Bituminous Tack Coat - Specific & General Requirements
2361. Asphaltic Concrete Surface - Specific & General Requirements
2521. Walks - Specific & General Requirements
2531. Concrete Curb and Gutter - Specific & General Requirements
2571. Plant Installation - Specific & General Requirements
2575. Turf Establishment - Specific & General Requirements
16,200 . Traffic Line painting - Specific & General Requirements
23,0000 Water Main - Specific Requirements
General Requirements
24,000. Sewers - Specific Requirements
General Requirements
Conditions of the Contract
I hereby certify that this plan and specification was
prepared by me or under my direct supervision and that
I am a duly Registered Professional Engineer under the
laws of thv~n~_.
NH-0842e ~ Mark A. Hanson, P.E.
Date: December 1, 1986 Reg. No. 14260
ADVERTISEMENT FOR BIDS
Sealed bids will be received by the City of New Hope, Minnesota in the City
Hall at 4401 Xylon Avenue No. until 11:30 A.M., CoD. SoT, on Friday, April 10,
1987, at which time they will be publicly opened and read aloud for the fur-
nishing of all labor and materials and all else necessary for the following:
CITY PROJECT NO. 411
BOONE AVENUE OVERLAY - 27th Ave. to 42nd Ave.
QUEBEC AVENUE OVERLAY - 42nd Ave 0 to 49th Aveo
6,400 Ton Bituminous surfacing with miscellaneous
drain pipe, patching, milling, fabric, con-
crete curb and gutter and sidewalk replace-
ment, restoration and correlated appurte-
nances.
plans and specifications, proposal forms and contract documents may be seen at
the office of the City Clerk, New Hope, Minnesota, and at the office of Bone-
stroo, Rosene, Anderlik & Associates, I ne 0 , Consulting Engineers, 2335 \t] 0
Trunk Highway 36, St 0 P au 1, Mn 0 551130
Each bid shall be accompanied by a bidder's bond naming the City of Nevl Hope
as obligee, certified check payable to the Clerk of the City of New Hope or a
cash deposit equal to at least five percent (5%) of the amount of the bid,
which shall be forfeited to the City in the event that the bidder fails to en-
ter into a contracto
The City Council reserves the right to retain the deposits of the three lowest
bidders for a period not to exceed 30 days after the date and time set for the
opening of bids. No bids may be withdrawn for a period of thirty (30) days
after the date and time set for the opening of bidso
Payment for the work will be by cash or checko
Contractors desiring a copy of the plans and specifications and proposal forms
may obtain them from the office of Bonestroo, Rosene, Anderlik & Associates,
Iue 0 , upon payment of a deposit of $30.00, all of which will be refunded to
all bona fide bidders, providing said plans and specifications are returned in
good condition within fifteen (15) days after the date set for the opening of
bidso A bona fide bidder ~s one who actually signs and submits a bido No
money will be refunded to any person who obtains plans and specifications and
does not submit a bid to the Owner 0
The City Council reserves the right to reject any and all bids, to vlaive ir-
regularities and informalities therein and further reserves the right to award
the contract to the best interests of the City.
Daniel Jo Donahue, City Manager
City of New Hope, Minnesota
2128e
INFORMATION TO BIDDERS
1 D BID PROCEDURE: Each Contractor has been furnished a specification, plan
and two extra proposals. In submitting his bid, the Contractor shall bid on
the separate Proposal designated II BID COpylf and not in the specification booko
A sealed envelope shall contain the Proposal.
2 D PLAN DEPOSIT:
A. Prime Contractor; A Prime Contractor may obtain one set of plans and
specifications for the deposit as stipulated in the Advertisement for Bidso
All of the deposit shall be returned if the Prime Contractor submits a bona-
fide bid and returns the plans and specifications In good condition within 15
days after the date set for opening of bids.
A Prime Contractor 18 defined as a general contractor who submits a bona-
fide bid or an electrical or mechanical subcontractor who provides a complete
sub-bid to more than one general contractor. The general contractors receiv-
ing a quotation must be named by the subcontractor with the return of the
plans and specifications to be eligible for deposit return. A bid for equip-
ment or material only is not considered a complete sub-bido
Prime contractors may obtain more than one set of plans and specifications
if necessary, however, no refund will be given for these additional se ts 0
R. Material Supplier: Any material supplier may obtain one set of plans
and specifications for a deposit as stipulated in the Advertisement for Bids 0
One-half of this amount will be returned if the plans and specifications are
returned in good condition within 15 days after the date set for the opening
of bids.
Successful low material suppliers who notify our receptionist within five
(5) days after the bid opening may retain their plans and specifications and
one-half of their deposit will be returned.
Individual drawings and sections of the specifications may be purchased at
the rate of Five Dollars ($5.00) per sheet of drawings and Twenty Five Cents
($0.25) per sheet of specifications for which no refund shall be madeD
C , Plan Deposit Refund: No deposit refund shall be made for plans and
specifications returned less than forty-eight (48 ) hours prior to bid letting
hour if the Contractor does not submit a bid.
89A
7/85
NORTHWEST ASPHALT, INC.
CONTRACTOR
$474,406.50
TOTAL BASE BID
PROPOSAL FOR
BOONE AVENUE OVERLAY - M.S.A.P. NO. 182-101-08
QUEBEC AVENUE OVERLAY - M.S.A.P. NO. 182-103-04
CITY PROJECT NO. 411 .....
FILE NO. 3477
NEW HOPE, MINNESOTA
OPENING TIME: 11:30 A.M., C.D.S.T.
OPENING DATE: Friday, April 10, 1987
Honorable City Council
City of New Hope
4401 Xylon Ave. No.
New Hope, Minnesota 55428
Gentlemen:
The undersigned, being familiar with your local conditions, having made the
field inspections and investigations deemed necessary, having studied the
plans and specifications for the work including Addenda Nos. a and being
familiar with all factors and other conditions affecting the work and cost
thereof, hereby proposes to furnish all labor, tools, materials, skills,
equipment and all else necessary to completely construct the project In
accordance with the plans and specifications on file with your Clerk and
Bonestroo, Rosene, Anderlik & Associates, lue. , 2335 W. Trunk Highway 36, St. \'
Paul, Minnesota 55113, as follows:
PART I. BOONE AVENUE OVERLAY (PARTICIPATING)
ITEM NO QUANTITY UNIT ITEM
2104.501 4,490 Lin.ft. Remove curb and gutter @
Two DOLLARS Eighty-five CENTS $ 2.85 Ilin.ft. S 12,796.50
2104.503 7,500 Sq. ft. Remove conc. pavement (driveway & sidewalk) @
No DOLLARS Fifty CENTS $ 0.50 /sq.ft. $ 3,750.00
2104.505 1,500 Sq.yd. Remove bituminous pavement (driveway & street) @
One DOLLARS Forty-five CENTS $ 1.45 / sq. yd. $ 2,175.00
0104.604 43,300 Sq.yds. Mill bituminous surface @
No DOLLARS Fifty-six CENTS $ 0.56 /sq.yd. $ 24,248.00
P-l
ITEM NO QUANTITY UNIT ITEM
2502.521 1,900 Lin.ft. 6" PVC pipe drain, Des. SP-2 @
Twelve DOLLARS No CENTS .$ 12.00 Ilin.ft. $ 22,800.00
2506.505 1 Each Construct catch basin manhole, Des. SP. 1 @
Nine Hundred Fifty DOLLARS No CENTS $ 950.00 leach $ 950.00
2211.501 200 Ton Aggregate base, Class 5 @ ......
Seven DOLLARS No CENTS $ 7.00 /ton $ 1,400.00
2231.501 350 Ton Bituminous patching mixture @
Thirty-five DOLLARS No CENTS $ 35.00 /ton $ 12,250.00
0331.601 43,300 Sq.yds. Fabric material in place @ Deleted \
No DOLLARS Fifty-five CENTS $ 0.55 /sq.yd. $ 23,815.00
0357.501 12,150 Gals. Asphaltic sealant for fabric in place @ Deleted
No DOLLARS Sixty-six CENTS $ 0.66 /gal. $ 8,019.00
2341.504 6 Ton Bituminous material for mixture @
One Hundred Thirty DOLLARS No CENTS $ 130.00/ton $ 780.00
2341.518 100 Ton Leveling course mixture @
Fourteen DOLLARS Seventy CENTS $ 14.70 /ton $ 1,470.00
2361.504 322 Ton Asphalt cement @
One Hundred Thirty DOLLARS No CENTS $ 130.00/ton $ 41,860.00
2361.508 4,600 Ton Modified wearing course mixture @
Sixteen DOLLARS Ninety CENTS $ 16.90 /ton $ 77,740.00
2357.502 2,165 Gals. Bituminous material for tack coat @
One DOLLARS No CENTS $ 1.00 /gal. $ 2,165.00
2531.501 1,830 Lin.ft. Concrete curb & gutter Design B618 @
Seven DOLLARS Five CENTS $ 7.05 /lin.ft. $ 12,901.50
2531.501 2,660 Lin.ft. Concrete curb & gutter surmountable @
Seven DOLLARS Five CENTS $ 7.05 /lin.ft. $ 18,753.00
2521.501 7,500 Sq. ft. 411 thick concrete sidewalk @
One DOLLARS Sixty CENTS $ 1.60 /sq.ft. $ 12,000.00
0341.601 150 Sq.yds. 311 thick wearing course for driveway @
Ten DOLLARS Fifty CENTS $ 10.50 /sq.yd. $ 1,575.00
2531.507 150 Sq.yds. 6" thick concrete driveway pavement
w/66xlOlO mesh @
Seventeen DOLLARS No CENTS $ 17.00/sq.yd.$ 2,550.00
P-2
ITEM NO QUANTITY lU!!.! ITEM
2506.522 53 Each Adjust frame and ring casting @
One Hundred Twenty DOLLARS No CENTS $ 120.00 leach $ 6,360.00
0504.602 2 Each Adjust valve box @
Ninety DOLLARS No CENTS $ 90.00 leach $ 180.00
0564.603 9,480 Lin.ft. 4" wide broken line, yellow @ .....
No DOLLARS Eight CENTS $ 0.08 /lin.ft. $ 758.40
0564.603 18,960 Lin.ft. 4" wide solid line, white @ \'
No DOLLARS Seven CENTS $ 0.07 /lin.ft. $ 1,327.20
2575.505 2,000 Sq. yd. Sod with 311 existing topsoil @
Two DOLLARS Fifty CENTS $ 2 .50 / sq. yd. $ 5,000.00
TOT AL P ART I ......................... $ 297,623.60
293,877.35
PART II - QUEBEC AVENUE OVERLAY (PARTICIPATING)
2104.501 730 Lin.ft. Remove curb and gutter @
Two DOLLARS Eighty-five CENTS $ 2.85 /lin.ft. $ 2,080.50
2104.505 550 Sq.yd. Remove bituminous pavement @
One DOLLARS Forty-five CENTS $ 1.45 / s q. yd. $ 797.50
0104.604 12,000 Sq. yd. Mill bituminous surface @
No DOLLARS Fifty-six CENTS $ 0.56 /sq.yd. $ 6,720.00
2211.501 100 Ton Aggregate base, Class 5 @
Seven DOLLARS No CENTS $ 7.00 /ton $ 700.00
2231.501 200 Ton Bituminous patching mixture @
Thirty-five DOLLARS No CENTS $ 35.00/ton $ 7,000.00
0331.601 16,200 Sq.yds. Fabric material in place @ Deleted
No DOLLARS Fifty-five CENTS $ 0.55 /sq.yd. $ 8,910.00
0357.501 4,100 Gals. Asphaltic sealant for fabric in place @ Deleted
No DOLLARS Sixty-five CENTS $ 0.65 /gal. $ 2,665.00
2341.504 6 Ton Bituminous material for mixture @
One Hundred Thirty DOLLARS No CENTS $ 130.00/ton $ 780.00
2341.518 100 Ton Leveling course mixture @
Fourteen DOLLARS Seventy CENTS $ 14.70/ton $ 1,470.00
2361.504 110 Ton Asphalt cement @
One Hundred Thirty DOLLARS No CENTS $ 130.00/ton $ 14,300.00
P-3
ITEM NO QUANTITY UNIT ITEM
2361.508 1,550 Ton Modified wearing course ~ixture @
Sixteen DOLLARS Ninety CENTS $ 16.90 /ton $ 26,195.00
2357.502 600 Gal B. Bituminous material for tack coat @
One DOLLARS No CENTS $ 1.00 /gal. $ 600.00
\'
2531.501 730 Lin.ft. Concrete curb & gutter Design B618 @ .....
Seven DOLLARS Five CENTS $ 7.05 /lin.ft. $ 5)146.50
2506.522 14 Each Adjust frame and ring casting @
One Hundred Twenty DOLLARS No CENTS $ 120.00/each $ 1,680.00
0504.602 5 Each Adjust valve box @
Ninety DOLLARS No CENTS $ 90.00/each $ 450.00
0564.603 3,500 Lin.ft. 4" wide broken line, yellow @
No DOLLARS Eight CENTS $ 0.08 /lin.ft. $ 280.00
-
2575.505 400 Sq. yd. Sod with 311 existing topsoil @
Two DOLLARS Fifty CENTS $ 2.50 /sq.yd. $ 1,000.00
TOT AL PART I I ........................ $ 80,774.50
PART III - QUEBEC AVENUE RECONSTRUCTION (PARTICIPATING)
2104.501 1,425 Lin.ft. Remove curb and gutter @
No DOLLARS Fifty CENTS $ 0.50 Ilin.ft. $ 712.50
2104.505 3,000 Sq.yds. Remove bituminous pavement @
One DOLLARS Forty-five CENTS $ 1.45 /sq.yd. $ 4,350,,00
2105.501 3,080 Cu.yds. Common excavation @
Three DOLLARS Forty CENTS $ 3.40 leu. yd. $ 10,472.00
2105.525 250 Cu.yds. Topsoil borrow (CV) in place @
Nine DOLLARS No CENTS $ 9.00 leu. yd. $ 2,250.00
2116.501 200 Cu.yds. Core excavation @
Three ,DOLLARS Forty CENTS $ 3.40 leu.yd. $ 680.00
2116.503 200 Cu.yds. Aggregate backfill (CV) in plaee @
Fourteen DOLLARS Eighty-five CENTS $ 14.85 leu.yd. $ 2,970.00
2211.501 2,900 Ton Aggregate base, Class 5 in place @
Seven DOLLARS No CENTS $ 7.00 /ton $ 20,300.00
2331.504 43 Ton Bituminous material for mixture @
One Hundred Thirty DOLLARS No CENTS $ l30.00/ton $ 5,590.00
P-4
ITEM NO QUANTITY UNIT ITEM
2331.514 800 Ton Base course mixture in place @
Twelve DOLLARS Forty-five CENTS "$ 12.45 /ton $ 9,960.00 \'
0331.61 2,950 Sq.yds. Fabric material in place @ Deleted
No DOLLARS Fifty-five CENTS $ o . 5 5 / s q . yd. $ 1,622.50
0357.501 740 Gals. Asphaltic sealant for fabric in place @- , Deleted
No DOLLARS Sixty-six CENTS $ 0.66 /gal. $ 488.40
0341.601 75 Sq.yds. 3" thick wearing course for driveway in pl. @
Ten DOLLARS Fifty CENTS $ 10.50 /sq.yd. $ 787.50
2357.502 20 Gals. Bituminous material for tack coat in pl. @
One DOLLARS No CENTS $ 1.00 /gal. $ 20.00
2361.504 23 Ton Asphalt cement @
One Hundred Thirty DOLLARS No CENTS $ 130.00/ton $ 2,990.00
2361.508 320 Ton Modified wearing course mixture in place @
Sixteen DOLLARS Ninety CENTS $ 16.90 Iton $ 5,408.00
2506.511 2.4 Lin.ft. Reconstruct manholes @
Two Hundred Ten DOLLARS No CENTS $ 210.00/1in.ft. $ 504.00
2506.516 1 Each Casting assembly, Neenah R-1642B, or equal @
Two Hundred DOLLARS No CENTS $ 200.00/each $ 200.00
2531.501 1,360 Lin.ft. Concrete curb & gutter, Design B618 in pl. @
Seven DOLLARS Five CENTS $ 7 .05 /1 in. ft. $ 9,588.00
SP-l 70 Lin.ft. Concrete valley gutter (Des.SP-3) in pl. @
Six DOLLARS Eighty-five CENTS $ 6.85 Ilin.ft. $ 479.50
0564.603 700 Lin.ft. 41' wide broken line-yellow in place @
No DOLLARS Eight CENTS $ 0.08 /lin.ft. $ 56.00
2571.541 11 Each Transplant Ash trees @
Sixty-five DOLLARS No CENTS $ 65.00 leach $ 715.00
2571.541 1 Each Transplant Apple trees @
Sixty-five DOLLARS No CENTS $ 65.00 leach $ 65.00
2571.541 1 Each Transplant Maple trees @
Sixty-five DOLLARS No CENTS $ 65.00 leach $ 65.00
2575.505 3,500 Sq.yds. Sod w/3" existing topsoil in place @
Two DOLLARS Fifty CENTS $ 2.50 /sq.yd. $ 8,750.00
SP-2 2 Each Relocate fire hydrant (Des.SP-4) @
Twelve Hundred Ten DOLLARS No CENTS $1,210.00/each $ 2,420.00
P-5
ITEM NO QUANTITY UNIT ITEM
SP-3 2 Each Plug existing gate valve @
Three Hundred Fifteen DOLLARS No CENTS $ 315.00 leach $ 630.00
SP-4 2 Each 61' x 81t wet tap w/611 resilient wedge
gate valve & box (Des. Sp-S) in place @
One thousand Five Hundred DOLLARS No CENTS $1,500.00/each $ 3,000.00
....
SP-s 20 Lin.ft. 6" Cl. 52 DIP water main in place @
Twenty-six DOLLARS Fifty CENTS $ 26.50 /lin.ft. $ 530.00
SP-6 3 Lin.ft. Reconstruct gate valve box @
One Hundred Thirty-five DOLLARS No CENTS $ 135.00 /lin.ft. $ '+05.00
TOTAL PART III ...................... .$ 96,008.40
TOTAL PART I - BOONE AVENUE OVERLAY $ 297,623.60
TOTAL PART II - QUEBEC AVENUE OVERLAY 80,774.50
TOTAL PART III - QUEBEC AVENUE RECONSTRUCTION 96)008.40
TOTAL BASE BID .................................. $ 474,406.50
Geotextile Fabric Deleted 45,519.90
CONTRACT AWARD Ai'10UNT .......... ~2~~6.60
The final amount of the contract shall be determined by multiplying the final
measured quantities of the various items actually constructed and installed by
the unit prices stated therefor, ~n the manner prescribed in the specifica-
tions. However, the low bidder shall be determined by adding the sums result-
ing from multiplying the quantities stated by the unit prices bid therefor.
Accompanying this bid ~s a bidder's bond, certified check or cash deposit ~n
the amount of Five Percent (5%) -I)GL~ of amt. bid -6SN!fS ($ )
which is at least five percent (5%) of the amount of my/our bid made payable
to the City of New Hope) Minnesota) and the same is subject to forfeiture in
the event of default on the part of the undersigned or failure on the part of
the undersigned to execute the prescribed contract and bond within fifteen
(15) days after its submittal to me/us.
In submitting this bid it ~s understood that the Owner retains the right to
reject any and all bids and to waive irregularities and informalities therein
and to award the contract to the best interests of the Owner.
In submitting this bid it is understood that payment will be by castl or check.
P-6
It ~s understood that bids may not be withdrawn for a period of 30 days after
the date and time set for the opening of bids. It 18 understood that the
\
Owner reserves the right to retain the certified check or bond of the three
lowest bidders as determined by the Owner for a period not to exceed 30 days
after the date set for the opening of bids.
Respectfully submitted,
(A GorpQ~ation)
Northwest Asphalt, Inc. (An Individual)
Name of Bidder (A Partnership)
(Signed) By Donald B. Pfeiffer
Title Secretary-Treasurer
DONALD B. PFEIFFER
Printed Name of Signer
1451 County Road 89
Address
Shakopee, MN 55379
City, State & Zip Code
445-1003
Telephone No.
p-]
SPECIAL PROVISIONS
1 0 PROJECT DESCRIPTION: This project provides for the construction of a
bituTIlinous overlay on Boone Avenue from 27th Avenue to 42nd Avenue and the
majority of Quebec Avenue from 42nd Avenue to 49th Avenue 0 Also included is
milling the existing bituminous surface and placement of a fabric material
over the existing bituminous surface prior to constructing the bituminous
overlayo A portion of Quebec Avenue will be reconstructed to realign an
eXIst:tng 1!SH curve~ Removal and replacement of concrete sidewalk 18 required
for Boone Avenue from 27th Avenue to 62nd Avenue in addition to placement of a
draj_fl pipe at specific locations along Boone Avenue 0
20 O~'J1'JER: The City of Ne'.al Hope is de.signated as the Owner~ Th,= work as out-
linedtlere in ~s {JD. pub 1 ic righ t-of-vlay obtained by the Owner. The contractor
shall :st all times confine his operat1.ons to stay \vithin the limits of the
right-of-way~ Any repairs or restoration outside the right-ofway limits, re-
quired due to contractor's carE:;lessness, shall be made with no compensation
a 11 OvH: d .
3. COMPLETION DATE: The contractor is required to start work upon authoriza-
tion- from the engineer. All work shall be completed by August 15, 1987.
4p LIQUIDATED DAMAGES: Liquidated damages as specified in the Conditions of
the Contract shall be One Hundred Dollars ($100.00) per calendar day for each
completion date which is not fulfilled.
5 ~ PRE-CONSTRUCTION CONFERENCE: Prior to starting the work, a conference
will be held with the contractor, the City Public Works Director and the City
Engineero Materials, material sources and construction methods will be
reviewed and any questions or procedures will be clarified~
6~ SOIL CONDITIONS: All prospective bidders are advised to inspect the
entire project area prior to submitting a bid to satisfy their own minds, the
existing soil and groundwater conditions. It is the contractor's responsibi-
lity to verify soil conditions and groundwater elevations prIor to submitting
a bid..
70 UTILITIES AND LOOP DETECTORS: Known underground utilities have been
located in the field and are shown on the plan in a general way. It shall be
the responsibility of the contractor to contact all utility companies prior to
submitting a bid and prior to construction to determine the exact location of
utilities within the project area.
The contractor shall be aware that loop detectors for the traffic light S1g-
nals at the intersections of 42nd Avenue and Quebec Avenue, 42nd Avenue and
Boone Avenue, and 27th Avenue and Boone Avenue may existo In the event the
loop detector is damaged due to the milling operation, it shall be the respon-
sibilicy of tht= contractor to repair the loop detector in accordance with
Hennepin County and this cost shall be considered incidental to the project
with no direct pay-mentc
SP-l
NH-0842e
8 c SPECIFICATION REFERENCE: Where the Minnesota Department of Transportation
specifications are referred to herein and where a re ference to the word
"State" is mentioned, it is understood that the ~vord 1tOwner'l is substitutedo
All re ference to the i;lord "Engineer" shall be interpreted as the Engineer for
the City of Ne~v Hope .~ Minnesota Department of Transportation Specifications
for Highway Construction~ 1983 Edition and revisions ther.eto shall apply
except as noted herein~
9 0 TR.4.FF Ie: Traffic control shall be the responsibility of the contractoro
All flagmen~ barricadess flares and safety measures are the sole responsibi-
lity of the contractorll Flares or approved flashers shall be required to
inform and protect the public at all times.
100 SCALE: The contractor shall provide the necessary scale and scale person
for VIe ighing the i terns furnished on a ton basis under these specific.ations ;1
The scaie shall be permanently in place and shall comply with the Minnesota
Public Service Department Rules and be approved by the Minnesota Department of
\~e igh ts and L1easures, Portable scales are not acceptable" The Engineer may
periodically instruct the contractor to weigh his material at another scale
other than that provided by the contractor, In the event of a weight discrep-
ancy) the Minnesota Department of \.ve ights and Measures will determine the
amount of difference in weight and the Engineer will adjust the weight of
material being paid for accordingly,
11 " WATER: iiJhere water is required in the work specified herein, it shall be
furnished free at the Pub 1 ic ~7orks Garagec The contractor shall not operat.e
hydrants in the City of Ne'V7 Hope >l No payment shall be made for water placed
on the project.
121J TESTS: All material tests required in the specifications shall be paid
for by the City, This does not eliminate the contractor's responsibility of
assisting the Engineer by notification of pit and scale location and other
correlated items in advance or the starting time so that adequate control
measures can be established.
Test failures shall be retested at the contractorts expenseo
130 DRIVEWAYS: Bituminous drives shall require a minimum of 3 inch thick
23L:.l bituminous vlear course II Payment for bituminous driveways shall be ona
square yard basis as bid in the proposal and include excavation, bituminous
mixture, bituminous material for mixture, and all items associated 'tvi t h its
constructionc The contractor shall provide a neat straight edge where the nev,]
bituminous surface matches the existing bituminous sur face. Providing .aneat
straight edge shall be considered incidental to the project '\t] i t h no direct
payment 0
Concrete driveways shall require a minimum or 6 inch thick concrete 66/1010
wire mesh, Payment for concrete driveways shall be on a square yard basis as
bid in the proposal and include excavation, concrete pavement, tvire mesh and
all items associated with its construction.
SP-2
NH-0842e
14~ MILL BITUMINOUS SURFACE: The contractor shall mill the street surface as
directed by the Engineer.. The milling shall be 1 inch thick at the concrete
gutterc A neat ;; straight edge shall be provided at the curb edge for the new
bituminous overlay surface~ The equipment used for grinding shall be a power
operated, self-propelled planing machine or grinder capable or removing the
thickness of pavement described above in one passe The equipment shall have
t:.,-.. , pOvie r :; traction and stability to maintain accurate depth of cut and
SULrlc~ent
slopea The equipment shall be capable of accurately and automatically estab-
lishing profile grades \vithin + 1/8 inch by referencing from an independent
-
grade control~
The fllachine shall be equipped with means to control dust and other particulate
matter created by the cutting action~
The loose material resulting from the operation shall be removed irll.l11ed ia te 1 y
and disposed or outside the City at a site selected and obtained by the con-
tractoLQ
Payment for mill biturninous surface shall be at the bid unit price per square
yard regardless of depth and include milling, disposal of material, and all
miscellaneous items associated with its constructionQ Any damage incurred to
the existing concrete curb and gutter due to milling shall be removed and
replaced by the contractor at his Ovln expense,
15 ~ FABRIC l'-'l.;TEI{IAL ~ The Contractor shall place fabric material over the
entire street pr1.or to constructing the bituminous overlay~ The fabric mate-
rial shall be Petromat nonr,Joven fabr ic as InanU! ac tu red by Phillips Fibers
Corporations P-Juopave nonv]oven fabric as il1anufactured by k-noco Fabrics Company:
or equal II Payment shall be at the bid unit price per square yard and shall
include cleaning the pavement surface~ filling all cracks in accordance with
these specifications, fabric material, installation and all miscellaneous
items", The asphaitic sealant (p~sphalt Cement) applied prior to placement or
the fabric material shall be paid for at the bid unit price per gallon and
shall include all costs associat,ed \vith its construction~
Th~ fabric material shall be constructed in accordance '{..vi th the specifications
c stated herein:
fviA TE R rp-.L S
The fabric shall have no less than 5 years of practical application and should
be able to vlithstand trafficking for a minimum of one \4' e e k should it become
nec,essary Q The fabric shall be a needle-punched, nonwoven polypropylene pave""'"
ment reinforcing fabric having the following properties:
TYPI Cp..L filINll{UH
vJeight.s Qz/sqQyd" Lr 0 1 4DO
Tensiie Strengtht~ 115 lbs~ 90 lbsQ
Elongation~at~break* 65% 5 t:' C"j
.J 10
Asphalt Retention, gals~/sqllydo -- OQ20
*ASTI-1 f<tethod D-1682-64
SP-3
NH=-0842e
Asphaltic Sealant: The asphaltic sealant and binder shall meet the following
requirements~ Asphalt Cement is requireda
Aspha.lt Cement Penetration Viscosity 85-100 AASHTO M-20/.A..ASHTO M-226
EQUIP~IENT
,Asphalt Distributor: The distributor rnust be suitably TIletered and capable of
spraying the asphalt sealant at a -erescribed uniform .application rate 0 No
drilling or skipping should be permitt.edll The distributor should 1;e equipped
with a hand spray with single nozzle and positive shut-off valvec
Fabric ~andl ing Equiplnent: Tractor mounted l.aydown equipment shall be capable
or handling full rolls or fabric and shall be capabl.e of laying the fabric
smoothly without excessive wrinkles and/or folds~
t1iscellaneous Equipment: Availability of stiff bristle brooms to smoothfab-
ric and scissors (or blades) to cut the fabric should be provided" Under some
conditions, a pneumatic roller to smooth fabric into the .asphalt sealant m.ay
be needed,
CONSTRUCTION PROCEDURE
Surface Preparation: The surface on v.lhich the fabric is to be placed should
be free of dirt; ti,7ater$ and vegetation\; Open cracks 1/4 inch or ~arg.er'\~lill
be fill.ed with s.andmixed asphalt as directed by the engineer. Larger cracks
or holes are to be repaired with cold or hot mix~ In some cases) a leveling
course should be specified prior to placing the fabric~
Application of Sealant: The asphaltic sealant and .binder inust..be....u~.iformly
spray applied at the specified rate\> Quantity specified~Jillvary ~lith sur-
face conditiorl of the existing pavement (degree of porosity, for example), but
~tlill normally be applied at approximately O~25 gallons per square y.aJ;dresi-
dualasphalt~ Within street intersection zones vlhere v.ehicle speed; changes
are corrun.onplace~ it is good practice to reduce the normal applicatiorl rate by
about 20 per cent~
A-pplication of sealant will be by distributor equ~pnlent wherever possible,
~flith hand spraying kept to a minirflurn. Ternperature or the asphalt sealant must
be sufficiently high to permit a uniform spray pattern. For asphalt c.enlents,
the minimum recomulended temperature is 2900Ft To avoid damage to thefabric~
however, distributor tank temperatures should not exceed 3250F.
Fabric Placerilent: The fabric shall be placed into the asphaltic sealant with
a minimum of vrrinkles.~ orior to the time the asphalt has cooled and lost tack-
inesso The fabric i~ ~nrolled so that the be~arded (fuzzy) side is unwound
into the sealant 2 thus providing opti1uum bondbetYleen fabric and pavement dur-
ing the construction process a As directed by the engineer, \"lrinkles severe
en.ough to cause HfoldsH shall be slit arid laid flato Brooming will maximize
fabric contact with the pavement surface~
SP--4
i\IH-0842e
Overlap of fabric joints should be minima 1) although an overlap of 1 to 3
inches is recommended to insure full closure of the joint, Transverse joints
may be "shingled" In the direction of paving to prevent edge pick-up by the
paver, The Contractor installing the fabric must show proof that they have
experience in placing fabric membranes 0
Fabric Overlay: Placement of the hot mix overlay shou ld closely follow fabric
laydoWTlo In the event that the sealant bleeds through the fabric before the
hot mix is placed, may be necessary to blot the sealant by spreading sand or
hot faix over the affected areall This will prevent any tendency for construc-
tion equipment to pick up the fabric when driving over ito Turning of the
paver and other vehicles must be gradual and kept to a minimum to avoid move-
ment or damage to the membrane 0
~;f 0 s t satisfactory laydown of the hot mJ..x can be accomplished at temperatures
below 300oFo Temperature of the mix in no case should exceed 325OFo
GENERAL
Air and pavement temperatures during fabric installation should be sufficient
to al1o~7 adequa te 11 tac k" from the asphalt sealant to hold the fabric in placec
A rule-af-thumb minimum for mos t asphalt cements will approximate SOOFll ~lind
conditions should be such tha t, in the engineer;s opinion, satisfactory place-
ment of fabric can be achieved,
16 ~ AVIARD OF CONTR.t\CT: Only one award will be made, that being the low
combined total of all work from the low responsible bidderc
The City of Ne~l Hope reserves the right to delete all items associated with
construction of the geotextile fabric material before or after the contract
award 0
SP-5
NH-0842e
17000 ADJUST MISCELLANEOUS STRUCTURES
Specific Requirements
1700000 SPECIFICATION REFERENCE: Unless otherwise noted herein, all sections
of the General Requirements apply.
1700.10 DESCRIPTION: This work consists of setting the manhole and catch
basin frames and water main valve boxes to proper final elevationo The work
specified in these Specific Requirements is specific to those utility struc-
tures located within the roadway (between back of curbs).
1700.3. CONSTRUCTION REQUIREMENTS: The contractor as part of his grinding or
milling operation shall not disturb manhole frames and gate valve boxeso Man-
hole frames and gate valve boxes disturbed due to the contractor's careless-
ness shall be replaced by the contractor at his own expense.
For the reconstructed portion of Quebec Avenue, the Contractor shall install
manho Ie castings and adjusting rings and raise valve box top sections after
the initial paving lift is completed and prlor to the final wear course lift
paving. Temporary steel plates shall be installed on manholes to allow for
the paving of the initial lift.
All manhole castings and gate valve boxes shall be set such that the final top
elevation is 1/4" below the compacted surface of the wearing course. Proper
allowance must be made for compaction of the surfacing material.
All structures to be adjusted shall be cleaned inside and out of mortar or
other foreign material, All manhole covers shall be cleaned of bituminous
surface (seal coat material, etc.) to the outer edge of the frame prior to
constructing the bituminous overlay.
1700.50 BASIS OF PAYMENT: Payment for adjust manhole and catch basin frame,
tS' and for adjust gate valve boxes shall be at the bid unit price and shall
include all items associated with their construction including cleaning the
cover and frame.
Adjustment of castings and valve boxes on new or reconstructed structures
under this project shall be considered incidental with no additional
compensation allowed therefor.
NH-0842e
Copyright 1986
Bonestroo, Rosene, Anderlik
& Associates, Inc.
1700. ADJUST MISCELLANEOUS STRUCTURES
General Requirements
1700.0 SPECIFICATION REFERENCE: The Minnesota Department of Transportation,
"Standard Specifications for Highway Construction,1I 1983 Edition and all
amendments thereto shall apply except as modified or altered in the following
General Requirements.
1700.1. DESCRIPTION: This work shall consist of adjusting manholes, removing
and replacing frames, adjusting catch basins ani gate valve boxes.
1700.2. LOCATION: The plans indicate the locations of each manhole, catch
basin and gate valve within the project. The necessary vertical adjustments
will be determined by the Engineer, and generally as indicated on the schedule
of adjustments.
The Contractor shall be responsible for the protection of all existing
structures during the course of the work. The Engineer shall assist with the
initial location of all manholes, catch basins and gate valve boxes.
The Contractor along with the Engineer and a representative of the Owner shall
inspect all manholes, catch basins and gate valve boxes prior to beginning
constructiono Any foreign material found in these structures vli 11 be removed
immediately by the Owner's forces. Thereafter, the Contractor will be
responsible for removing any such foreign material which may enter the
structures during the construction periodo
1700.3. CONSTRUCTION REQUIREMENTS:
1700.301. Adjust Manhole & Catch Basin Frames; Where existing frame is
within 0.10 feet of plan grade no adjustment 18 to be made. In such cases the
crown or gutter shall be either lowered or raised, as the case may be, to put
the street and frame at the same grade.
Where the frame must be adjusted upward, the Contractor shall accomplish this
adjustment with standard concrete adjustment rings of the same size as the
cone or slab opening. Each adjusting ring shall be placed in a full mortar
bed wi th the frame also resting in a full mortar bed. Adjusting rings needed
to raise the casting to grade shall be incidental to the adjust item.
Where the frame is to be adjusted downward, this shall be accomplished by
removing the necessary number of adjustment rings from the structure. The
frame shall then be reset in a full mortar bed to grade.
Regardless of the direction of adjustment, no shims of any material will be
allowed. The minimum thickness of all mortar joints shall be at least 1/4
inch with a maximum allowable thickness of 1/2 inch. All excess mortar from
the joint shall be wiped clean from the inside of all rings and frame. All
manhole castings must be replaced prior to the placing of the final wear
course.
1700-1
9/84-1SA
Copyright 1984
Bonestroo, Rosene, Anderlik
& Associates, Inc.
Care shall be taken to prevent sand, chunks of concrete or any other debris
from entering the structures.
1700.3.2. Remove and Replace Manhole and Catch Basin Frames: Where included
in the proposal or the Specific Requirements of Section 1700, the Engineer may
elect to have the Contractor remove all manhole and catch basin castings and
rings if any at the beginning of the construction work. The Contractor then
shall cover the openings with suitable steel plates and continue to construct
and compact the subbase and base courses. Prior to placing the curbing or
final wear course, the Contractor shall raise all structures to final grade
following all construction requirements outlined in 1700.3.1. drainage into
catch basins must be maintained during the time the casting is removed.
During the same time period, the Contractor shall be responsible to keep
surface water and dirt from entering the sanitary sewer system. Adjusting
rIngs needed to raIse the casting to grade shall be incidental to the remove
and replace item.
1700.3.3. Reconstruct Manhole & Catch Basins: Where the Engineer requires,
or where it is impossible to adjust the structure with the addition or removal
of adjustment r~ngs, reconstruction will be necessary. In such cases it will
be necessary to add or remove manhole sections. Pre-cast manhole joints shall
be rubber a-ring gasket type to match existing joint.
In absence of the 0- r in g joint, older style manhole joints shall be sealed
using a material similar to Ram-Nek or equal gasket material applied in
accordance with manufacturer's recommendation.
1700.3.4. Adjust Gate Valve Boxes: Gate Valve boxes shall be adjusted to
grade prior to the placing of the final wear course. Thorough tamping of the
material around the gate valve box is required. All gate valve boxes are the
sectional screw-threaded adjustable type.
1700.3.5. Gate Valve Box Extesions: Where gate valve boxes cannot be
adjusted wi thout the use of extensions this item will be necessary. The
contractor shall remove the upper sectit;)ns, place the necessary extens ion and
replace the upper section. Thorough tamping or material around the gate valve
box is required, Gate valve box extensions that fit inside the regular top
section are not acceptable.
1700,4, METHOD OF MEASUREMENT:
1700,401, Adjust Manhole & Catch Basin Frames: Adjusting frames or ring
castings will be measured by the number of casting assemblies adjusted.
1700,4.2. Remove and Replace Manhole and Catch Basin Frames: Remove and
replace frames will be measured by the number of castings removed and replacedo
1700.403, Reconstruct Manholes: Reconstructing manholes shall be measured by
the lineal feet of adjustment for manholes reconstructed.
1700-2
9/84-i5A
Copyright 1984
Bonestroo, Rosene, Anderlik
& Associates, Inc,
1700.4.4. Adjust Gate Valve Boxes: Adjusting gate valve boxes will be measured
by the number of gate valve boxes adjusted.
170004050 Gate Valve Box Extensions: Gate valve box extensions shall be
measured by the lineal feet of extensions furnished and installedo
1700.5. BASIS OF PArMENT: Payment for manhole and gate valve adjustments at
the contract unit price shall be payment in fu 11 for all costs incidental to
these items.
Payment shall be made based on the following schedule:
Iteni No 0 Item Unit
1700.501 Adjust Manhole & Catch Basin Frames Each
1700.502 Remove and Replace Manhole
& Catch Basin Frame Each
1700.503 Reconstruct Manhole Linoft.
1700,504 Adjust Gate Valve Boxes Each
1700.505 Gate Valve Box Extensions Lin.fto
1700-3
918L~-15A
Copyright 1984
Bonestroo, Rosenes Anderlik
0: Associates Inc.~
21040 REMOVING MISCELLANEOUS STRUCTURES
Specific and General Requirements
2104.0. SPECIFICATION REFERENCE: Unless otherwise modified or al tered here-
in, all sections of Mn/DOT 2104 shall apply.
2104,1. DESCRIPTION: This work shall consist of salvaging for reuse or re-
moving items from the project area that are specifically listed on the propos-
alo These items include bituminous surface, concrete curb and gutter, and
fire hydrants,
2104.3 CONSTRUCTION REQUIREMENTS:
B, Removal Operations: Existing bituminous surface shall be removed to the
dimensions determined by the Engineer, Trimming edges of existing bituminous
surface shall be considered incidental to the work.
C, Disposal of Materials and Debris: All items shall be removed from the
project site and be disposed of at a site selected by the Contractor. Such
disposal areas shall be approved land fills or property under the direct con-
trol or the Contractor, in accordance with State and local rules and regula-
tionse No burying of debris on the project site will be permitted.
2104.50 BASIS OF PAYMENT: Payment for removal shall be at the unit pr~ces
bid and shall be compensation in full for removal, repair and/or replacement
of damaged or lost items as required, hauling of material and debris to a dis-
posal area selected by the Contractor, complete compaction of trenches and de-
pressions, and cleanup of the area.
Payment at the unit pr~ce bid for relocate fire hydrant shall include all
labor, equipment, and materials required to complete the work including any
new materials required to fully reinstall the items.
NH-0842e
Copyright 1986
Bonestroo, Rosene, Anderlik
& Associates, Inco
21050 EXCAVATION AND EMBANKMENT
Specific and General Requirements
210500., SPECIFICATION REFERENCE: Unless otherwise modified or altered herein
all sections of Mn/OOT 2105 shall apply.,
210501~ DESCRIPTION: This v-lork shall consist or the excavation and grading
of a portion of Quebec AvenueG
2i05., 2., l1ATERIALS: All excavated materials on this project shall be classi-
fied as either Common Excavation or Subgrade Correction.,
Co Salvaged ~aterial:
C~3o Salvaged Topsoil: Topsoil borrow (3877) shall be supplied by the
co~tr~ctor as ~irected by the Engineer if there is an insufficient quantity of
eX1st1ng topso11o
2105.,30 CONSTRUCTION REQUIREMENTS:
A., General: All topsoil shall be removed from roadways, embankments, and ex-
cess material fill areas prior to grading~ The topsoil shall be stockpiled at
locations within the site as directed by the Engineer, All topsoil shall re-
main on the project site and shall be considered the property of the Owner~
C~ Excavation Operations: At the ends of cuts, the back slopes shall be so
modified as to blend into ~he surface of the original ground~
DIl Disposition of Excavated Material: The contractor shall use available
granular materials to construct roadvlayembankments and to insure solid sub-
grades are attained with specified density and moisture.,
After drying out sufficiently for respreading, clay materials may be spread as
part or the boulevard fills and organic material may be spread not over one
foot deep on the outer ten feet of boulevards and on the back slopes of the
fill sectionso
The project will result in an excess of excavated material which shall be dis-
posed of outside of the project area at a site selected by the contractora
All fill areas shall be graded free of ruts, depressions, irregularities, and
water pockets and shall blend into existing contour~ Such grading and shaping
shall be considered incidental to the work~
F. Compacting Errlbankments: Compaction of all fill areas vvithin roadways
shall be attained by the itSpecified Density Method"~
2105-1
NH--0842e
Copyright 1986
Bonestroo, Rosene, Anderlik
& Associates, Inc.
Go Finishing Operations: All areas to be seeded or sodded shall be covered
with three ( 3) inches of suitable topsoil,
2105040 METHOD OF ~mASURE[~NT: Topsoil stripping in excavation areas will be
cross-sectioned along with Common Excavation~
Stripping of the upper 6" of topsoil in eu!bankmentareas shall be considered
incidental with no additional compensation allowed therefor~
The quantity for topsoil borrow in the Proposal is estimated based on past
experience with similar conditionso The contractor should be aware this item
mayor may not be us~d in this project.
2105-2
NH-0842e
Copyright 1986
Bonestroo, Rosene, Anderlik
& Associates, Ine,
2116. SUBGRADE CORRECTION
Specific and General Requirements
2116.0. SPECIFICATION REFERENCE: Unless otherwise noted or modified herein,
all sections of Mn/DOT 2116 shall apply.
211601. DESCRIPTION: This work shall consist of the excavation and disposal
of unsuitable roadway subgrade material and its replacement with aggregate
backfill.
This v.lork does not include subgrade corrective work that is necessitated by
the contractor's failure to compact the utility trenches to the requirements
of the Specified Density l1ethod as required in Specification Sections 23,000
and 24,000. This work is intended to remedy uncompactible soil problems,
unstable soils that are found outside of the utility trench construction
limits or other soil stability problems not associated with utility trench
backfill and compaction.
The soil conditions, based upon previous experience in the area, indicate that
the soil is adequate for roadway subgrade purposes. However, proposal
quantities for subgrade correction and aggregate backfill are included in the
work as a contingency in the event that subgrade correction is necessary to
properly complete the work. As such the amount of work may deviate
substantially from the bid quantities. The contractor shall not however be
entitled to extra compensation for increased or decreased quantities of this
work.
2116.2. MATERIALS: If, in the opinion of the Engineer, materials from the
project site cannot be worked to provide proper density, stability, and uni-
formity, the contractor shall supply aggregate backfill (2116.2A) to fill the
subgrade excavation,
211603. CONSTRUCTION REQUIREMENTS:
A. Core Excavation: The subgrade correction of a roadway segment shall be at
the discretion and under the authorization of the Engineer, The contractor
shall advise the 'Engineer or areas of the roadway which, in the contractor is
opinion, should be considered for subgrade correction.
The Owner has not made arrangements for an on-si te disposal area for the
excavated unsuitable material. Therefore, the contractor shall provide a
suitable disposal site.
B, Backfilling Operations: Backfill shall be compacted in accordance to the
Specified Density Method (Mn/DOT Speco 210S.3.F).
2116040 METHOD OF MEASUREMENT: Subgrade correction shall be measured by the
volume of roadway subgrade excavated and aggregate backfill shall be measured
by compacted volume in place. As such one set of cross-section measurements
shall determine the quantity of work done. Volumes will be computed by the
average end area method.
NH-0842e
Copyright 1986
Bonestroo, Rosene, Anderlik
& Associates, Inc.
2211. AGGREGATE BASE
Specific and General Requirements
2211.0. SPECIFICATION REFERENCE: Unless otherwise noted ot' modified herein,
all sections of Mu/DOT 2211 shall apply.
2211.2.1. DESCRIPTION: This work shall consist of the construction of aggre-
gate base beneath bituminous patch, driveway, sidewalk, and concrete curb and
gutter, as directed by the Engineer. A minimum 6" base shall be placed
beneath all bituminous driveways.
2211.2. MATERIALS:
Ao Aggregate: Aggregate material used for this project shall be Mo/DOT Spec-
ification 3138 for Class 50
2211030 CONSTRUCTION REQUIREMENTS:
A. General: The Contractor upon completing the removal of the bituminous
pavement, concrete pavement, or concrete curb and gutter in conjuction with
the Engineer shall evaluate if the existing material below the removable item
shall be excavated and replaced with new Class 5 aggregate base. If so, the
Contractor shall excavate down as required and remove the existing material
and compact in place new Class 5 aggregate base in accordance with these spec-
ifications.
The subgrade shall be inspected, checked, and apI)roved by the Engineer prior
to placement of aggregate base.
The COlltractor shall install the aggregate base immediately after completion
and apjproval of the subgrade. The contractor shall be responsible to maintain
the ag;grega te base until cOlnpletion of bituminous surfacing as incidental to
the w1ork, with no direct payment therefor. Additional aggregate base required
due t;o erosion, vlashouts, t1:ench settlements or other similar causes shall be
replaced by the contractor without additional compensation therefor.
c. Spreading and Gompac t in.g : The aggregate beise shall be shaped, rolled and
co'mpacted prior to placemer\t of bituminous or !concrete surfacing. Compaction
811a11 be obtained by the "S,pecified Density Metllod".
221104. METHOD OF MEASURE1MENT: Aggregate basE~ lJsed on this project shall be
measured by weight in tons, only of material depos:L ted as required.
If aggregate base roa te t:' i a 1 is being wasted or placed excessively thick, the
Engineer reserves the r'ight to deduct quantities that are in excess of the
required thickness 0 Sa id quantities shall be based on aggregate material
weighing 110 pounds pey: square yard of area per inch of thickness.
2211.50 BASIS OF PAYME~lT: Payment for elas s 5 Blggregate base shall be at the
bid unit price per t orL and shall include removia,l and disposal of excavated
material which it will replace, placement and conrpaction or new Class 5 aggre-
gate base and all mis'ce llaneous items associated v7ith its construction.
NH-0842e
Copyright 1986
Bonestroo, Rosene, Arlde r 1 ik
& Associates, Inc.
2331. PLANT MIXED BITUMINOUS PAVEMENT
Specific and General Requirements
2331.00 SPECIFICATION REFERENCE: Unless otherwise noted or modified herein,
all sections of Mn/DOT 2331 shall apply.
2331010 DESCRIPTION: This work shall consist of the construction of plant-
mixed bituminous base courses over aggregate bases to thicknesses as indicated
on the typical sections.
2331.20 MATERIALS:
A~ Aggregate: Aggregate for determining the job mix formula shall conform to
B . A. -2 requirements except that the combined aggregate may be uniformly graded
from coarse to fine to meet the following gradation requirements:
1/2" Minus t-'lixture 3/4" Minus Mixture
Sieve size (% passing) (% passing)
3/4 in6 -- lOa
1/2 in. 100 --
ift4 58-85 50-85
4F200 2-10 2-10
2331.2~2~ Bituminous }iaterials for Mixture: Bituminous materials for the
mixture shall meet the requirements for Asphalt Cement AC-l, 85/100 penetra-
tion"
2331,,3. CONSTRUCTION REQUIRE~1ENTS:
A. General: Prior to placement of bituminous base course, the aggregate base
shall be inspected and approved by the Engineer" Neatly trimmed and even
joints must be attained vlhere the bituminous course matches existing surfacing.
c. Equ i prnen t:
C2a. Bituminous Pavers: Pavers used on the project shall be equipped with an
automatic screed controlt "Where directed by the Engineer, paver s shall
operate on a rolling straight edge with a minimum length of 30 feet~
E. Proportioning: The percentage of weight of bitumen is esti~mated at 5~3%
for the base courseo Prior to commencement of construction, the Contractor
shall submit copies of the job-mix formula to the Engineer for review and ap-
proval. Also, samples or aggregate to be used and the aggregate source shall
be provided by the Contractor~
2331-1
NH-0842e
Copyright 1986
Bonestroo, Rosene, Anderlik
& Associates, Inc~
E2. Job-Mix Formula:
( 1) The Job Mix Formula shall meet the following trail mix test
properties:
Min. Max.
- -
Marshall Stability 500 3,000
(50 blows-pounds)
Air Voids in Mix (%) 3 7
Cold Water Abrasion
Loss (%) -- IS
To the extent permitted by these specifications, the air voids shall be
between 4 and 6 percent,
(2) Asphalt cement con ten t , as determined by the trail mix test
procedures and the above criteria shall not exceed 5.5 percent nor be less
than 4.2 percent,
All asphalt contents are based on total weight of mixture,
The contractor may elect to use a mixture resulting in an asphalt content that
exceeds the maximum limits indicated above, but the Owner will deduct the
excess design asphalt from the pay quantity for bituminous material for
mixture based on the difference between the maximum limit and the higher
job-mix asphalt content.
(3) The requirements for mixture proportions shall be in accordance with
2331.3E; except that, the Job-Mix Formula (J.M,F.) percentages and permissible
working range shall be established based on the composite aggregate gradation
of the approved trial mix sample, The working range shall be determined by
applying plus and minus tolerances to the J.M.F, in accordance vIi th the
following:
Sieve Size 1/2" Minus Mixture 3/4u Minus Mixture
3/4 in. -- --
5/8 ino -- +8
-
1/2 inll -- --
3/8 in, +8 +8
- -
#4 +8 +8
- -
4frlO +8 +8
- -
#40 +8 +8
- -
1ft200 +3 +3
- -
2331-2
NH-0842e
Copyright 1986
Bonestroo, Rosene, Anderlik
& Associates, Inco
The working range for the Nos. 4 and 200 sieves shall not exceed the
specification gradations limits previously established within these
specifications.
The job-mix formula, as originally established, shall remain in effect until
modified in \vriting. Should a change in source of aggregate be made, or when
unsatisfactory results or other conditions make it necessary, the contractor
shall establish a new formula based on the test results from a nevl trial mix.
It is the intent of the Specification (2331) that the aggregate materials
shall be uniform in character and shall conform as nearly as possible to the
middle portion of the vlorking range (J.M.F.). The working range is to
accommodate occasional variation from the J.MoF. which are unavoidable for
practical reasons.
(4) Aggregate samp les and/or bituminous mixture samples may be taken at
any time during mixture production and/or placement in order to verify
compliance with the aggregate and design requirements previously establishedo
Ho Compaction: Compaction shall be obtained by the "Specified Density
Methodotl
2331040 METHOD OF MEASUREMENT:
B. Bituminous Material~ All bituminous materials which are incorporated into
mixtures will be measured by weight. Extraction tests provided by the O'\tlner
shall be used to measure the bituminous material for mixture.
2331050 BASIS OF PAYMENT: If bituminous base course material is being vlasted
or placed excessively thick, the Engineer reserves the right to deduct
quantities that are in excess of plan thicknesses. Said quantities shall be
based on bituminous material vleighing 110 pounds per square yard of area per
inch of thickness,
2331-3
NH-0842e
Copyright 1986
Bonestroo, Rosene, Anderlik
& Associates, rue,
23410 PLANT-MIXED BITUMINOUS SURFACE
Specific and General Requirements
2341~Oo SPECIFICATION REFERENCE: Unless otherwise noted or modified herein,
all sections of Mn/nOT 2341 shall applyo
2341010 DESCRIPTION: This work shall consist of the construction of plant-
mixed bituminous wear course for leveling mixture, driveway surface and
patching to the thickness in accordance with these specificationso
2341020 MATERIALS:
Ao Aggregate: Aggregate conforming to B.A.-l requirements shall be usedo
Bo Bituminous Material: Bituminous materials for mixture shall meet the
requirements for Asphal Cement AC-l, 85/100 penetrationo
2341030 CONSTRUCTION REQUIREMENTS:
Ao General: The Contractor shall make square, uniform cuts at the edge of
all existing bituminous surfaces as incidental to the work, Bituminous patch-
ing mixture shall be 6 inches compacted thickness in street,
Co Equipmen t:
C2a. Bituminous Pavers: Pavers used on the project shall be equipped with an
automatic s ere ed controlo \Vhere directed by the Engineer, pavers shall oper-
ate on a rolling straight edge with a minimum length of 30 feet,
Eo Proportioning: The percentage of weight of bitumen is estimated at 6,0%,
Prior to commencement of construction, the contractor shall submi t, for the
Engineer's rev iew and approva 1 , copies or the design mix for the particular
plant and aggregate source to be used for the construction of the worko
H, Compaction: Sufficient compaction equipment of proper size and good
mechanical condition shall be employed to compact the mixture to the require-
ments of the Specified Density Method and to properly texture the finished
surfaceo For this purpose, a vibrating steel drum roller and pneumatic tired
roller shall be employed in conjunction with eath othero This is necessary,
unless written authorization to waive such requirements is received from the
Engineero
234104c; METHOD OF MEASUREMENT:
Bo Bituminous Material: All bituminous materials which are incorporated into
mixtures 'vi 1 i be measured by vreight, Extraction tests provided by the Ovmer
shall be used to measure the bituminous material for mixtureo
2341050 BASIS OF PAYMENT: If bituminous wear course material is being wasted
or placed excessively thick, the Engineer reserves the right to deduct quanti-
ties that are in excess of plan thicknesseso Said quantities shall be based
on bituminous material weighing 110 pounds per square yard of area per inch of
thickness,
NH-0842e
Copyright 1986
Bonestroo, Rosene, Anderlik
& Associates, Inco
23570 BITUMINOUS TACK COAT
Specific and General Requirements
2357000 SPECIFICATION REFERENCE: Unless otherwise noted or modified herein,
all sections of Mn/nOT 2357 shall apply.
235702.10 Bituminous Materials: Bituminous materials for tack coat shall
meet the requirements for RC 70 or RC 250.
NH-0842e
Copyright 1986
Bonestroo, Rosene, Anderlik
& Associates, Inc.
2361 . ASPHALITIC CONCRETE SURFACE
Specific & General Requirements
236100. SPECIFICATION REFERENCE: Section 2361 of the State of 11innesota,
Department of Transportation, " Standard Specifications for Highway Construc-
tion tV 1983 Edition, and all amendments thereto, shall apply except as modi-
~ fied or altered in the following Specific Requirements.
2341.1. DESCRIPTION: This \vork shall consist of placing a plant-mixed modi-
fied asphaltic concrete surface 1-1/2" in compac ted thickness for Boone Avenue
from 27th Avenue to 42nd Avenue and Quebec Avenue from 42nd Avenue to 49th
Avenue.
2361.2. MATERIALS:
2361.2.1. Aggregate: The aggregate to be used shall be 80 percent granite
and 20% sand. The aggregate shall conform to the following gradation require-
ments:
Sieve Size Formula
1-1/2" 100
3/4" 100
1/2" 100
3/8" 95-100
#4 75-80
if-I 0 55-60
if40 20-30
4ft 2 00 5-10
236101.2. Asphalt Cement: Asphalt material for the mixture shall meet the
requirements of Mn/DOT Specification 3151 for asphalt cement AC-1, 85/100
penetration.
2361.30 CONSTRUCTION REQUIREMENTS: The surface course shall be compacted to
100% of standard Marshall density. The compaction shall be completed with
such equipment and in a manner which will provide a smooth and closed surface.
The surface course shall show no variation greater than 1/8 inch from the edge
of a 10 ft. straight ~dge laid thereon parallel to or at right angles to the
centerline.
2361.301. Proportioning: The percentage of weight of bitumen is estimated at
7.0% for the wear course. Prior to commencement of construction, the
Contractor shall submi t copies of the job-mix formula to the Engineer for
review and approvalo Also, samples of aggregate to be used and the aggregate
source shall be provided by the Contractor.
2361.3.2. Treatment of Surface: The bituminous wear course if the fabric
material is not constructed shall receive a tack coat of 0.05 gals./sq.ydo
prior to placement of the surface course.
NH-0842e
Copyright 1986
Bonestroo, Rosene, Anderlik
& Associates, Inc.
2521. WALKS
Specific and General Requirements
2521000 SPECIFICATION REFERENCE: Unless otherwise modified or altered herein
all sections of Mn/DOT 2521 shall apply.
2521010 DESCRIPTION: This work shall consist of removing and reconstructing
sections of sidewalk which have deteriorated to a condition where removal and
replacement is requiredo
2521020 MATERIALS:
Ao Concrete: The air content of the concrete shall not be less than 4-1/2
nor more than 7-1/2 percent.
2521030 CONSTRUCTION REQUIREMENTS:
A. Foundation Preparation: The finished foundation shall have a transverse
slope of not more than one-half inch per foot. All soft and spongy areas
shall be removed and all depressions filled and thoroughly compacted in layers
not exceeding six inches in thickness. Compaction shall be obtained by the
"Specified Density Methodll and meet or exceed 95 percent of Maximum Densityo
C, Concrete:
C2, Joint Construction - Expansion joints shall be placed a maximum of 40
feet apart, Spacing of contraction joints shall equal the width of the walko
2521.5. BASIS OF PAYMENT: The unit price bid for concrete walk shall include
all excava.tion, grading, materials, labor, and equipment required to complete
the construction.
NH-0842e
Copyright 1986
Bonestroo, Rosene, Anderlik
& Associates, Inc.
2531. CONCRETE CURB AND GUTTER
Specific and General Requirements
2531.0. SPECIFICATION REFERENCE: Unless otherwise noted or modified herein,
all sections of Mn/noT 2531 shall apply.
2531,1. DESCRIPTION: This work shall consist of removing and reconstructing
B618 and surmountable concrete curb and gutter and valley gutter as directed
by the Engineer.
2531020 MATERIALS:
A. Concrete: The air content of the concrete shall be not less than four (4)
nor more than seven (7) percent.
2531030 CONSTRUCTION REQUIREMENTS:
A. Foundation Preparations: The contractor shall shape and compact the
gravel base prior to starting concrete curb and gutter construction.
Co Joint Construction: Expansion joints shall be placed at intervals of not
more than sixty (60) feet for manual placement and not more than 200 feet for
slip-form placement~
H. Joint Sealing: Shall not be required~
Jo Backfill Construction: Backfilling of the curb and gutter shall be com-
pleted immediately after the curing period and prior to bituminous surfacing
of the roadway 0 Extreme care must be exercised by the contractor during this
operation to prevent horizontal displacement of the curb and guttero Back-
filling shall be considered incidental to the construction.
2531040 METHOD OF MEASUREMENT:
Ao By Linear Foot: Concrete valley gutter shall be measured as indicated in
the Design Special on the plans.
NH-0842e
Copyright 1986
Bonestroo, Rosene, Anderlik
& Associates, Inc.
2571. PLANT INSTALLATION
Specific & General Requirements
2571.0. SPECIFICATION REFERENCE: Unless otherwise noted or modified herein,
all sections of Mu/DOT 2575 shall apply.
2575010 DESCRIPTION: This \-oJ 0 r k shall consist of the transplanting of
existing trees along the portion of Quebec Avenue that will be reconstructed.
2571.3. CONSTRUCTION REQUIREMENTS:
Ao General: Existing trees within construction limits shall be transplanted
to areas outside of the construction limits where directed by the Engineer.
t'1 0 Acceptance of Work: The schedule for payment for transplanting of trees
as set forth in this section shall be followed under this contract.
NH-0842e
Copyright 1986
Bonestroo, Rosene, Anderlik
& Associates, Inc.
25750 TURF ESTABLISHMENT
Specific and General Requirements
2575000 SPECIFICATION REFERENCE: Unless otherwise noted or modified herein,
all sections of Mn/nOT 2575 shall apply.
2575010 DESCRIPTION: This work shall consist of sodding boulevards, and
other areas disturbed by construction.
25750306, Maintenance: The contractor shall maintain sod in accordance with
Mn/nOT Section 2575,3., Paragraph H, except that the contractor shall be sole-
ly responsible for replacement and/or repair of sodded areas that may wash-out
or erode or fail to grow prior to acceptance with no additional compensation
therefor,
257505, BASIS OF PAYMENT: Sod shall be paid for at the bid unit price as
stated on the proposal and shall include three inches of existing topsoil and
all miscellaneous worko
Where the contractor has exceeded the limits of the easement or where, in the
opinion of the Engineer, the contractor has excessively damaged lawns or other
areas due to carelessness or negligence, such areas shall be restored with no
additional compensation therefor.
NH-0842e
Copyright 1986
Bonestroo, Rosene, Anderlik
& Associates, Ineo
16,200Q TPillFFIC LINE PAINTING
Specific and General Requirements
16,200000 GENERAL: This work shall consist of the necessary preliminary sur-
face cleaning and the painting of traffic control lines such as centerline
striping, shoulder line or pavement edge striping and cross walk stripingo
16,200010 DE SCRIPT ION: This work shall consis.t of traffic marking Boone Ave-
nue between 27th Avenue and 42nd Avenue, This section of road is 44 feet wide
wh ich provide for 2 - 14' wide driving lanes and two 8' wide parking lane s,
Quebec Avenue between 42nd Avenue and 49th Avenue is 40 feet wide and will
require only a centerline yellow strip,
All traffic markings shall conform completely to all pertinent sections of the
latest addition of the manual on Uniform Traffic Control Devices for Streets
and Highvlays of the State of Minnesota as prepared and published by the Dept.
of Transportation, St. Paul, MN . Conformance shall be to color, width of
line, placement of markings and all other requirements,
16,20002. COLOR AND vlIDTHOF LINES: The color and width of lines shall be as
followso
Item Color Line Width
Center lines Yellow 4"
Pavement edge line White 4"
16 , 200 , 3 SURFACE PREPARATION: All surfaces should be cleaned and brushed to
remove all deleterious material that \vould be detrimental to the painting
operation or f'wearability" of the painto No painting shall be done until the
surface has been inspected and approved by the Engineer or his authorized rep-
resentativeo
16,200.4G PAINT APPLICATION: All traffic paints shall be applied by brush,
spray or flo'V] methods as approved by the Engineer. Painting equipment shall
be capable of applying a smooth, even coat of paint at the rates requiredo
All paint applicators shall be carefully cleaned prior to start of operations
to avoid skipping or application of dried chunks or heavy particles of pig-
ment. Rate or application sh,all be as recommended by the paint manufacturer,
All paints shall be as presently approved by the Minnesota Department of
Transportation and the approval of the Project Engineer shall be obtained
prior to start of painting operations, A general rate for 4" wide lines shall
be approximately 15 to 20 gallons per mile or spreading rate of 90 to 120 sq.
fto per gallon~
16,20005~ MATERIALS: All paints shall meet the present standards of the
Mn/nOTo Only new fresh paints will be acceptedo Paints equal to Farwell 3569
16,200-1
NH-0842e
Copyright 1986
Bonestroo, Rosene, Anderlik
& Associates, Inco
shall be used ~ Glass beads are required for reflective purposes. They shall
be of translucent glass and as sperical as possible. Cloudy beads shall not
be acceptable. The glass shall be resistant to weathering and surface etch-
ing. They must meet sufficient crushing strength standards to avoid deterior-
ationo Beads shall be applied at the rate of 4 to 6 Ibs~ per gallon or paint.
16)20000Q METHOD OF MEASUHE : All painting shall be measured by the lineal
foot based on the required or specified width of line. Measurement of dashed
lines will include the skipo Dashed lines will be painted in 10 foot segments
with 40 foot gaps.
16,200070 BASIS OF PAYMENT: Payment for paint stripping shall be at the
contract price per lineal foot of street and shall include all necessary
c ieaning and paint application and all costs incidental to the operationlt
Payment shall be based on the following units:
Item NOq Item Unit
05640603 4" vlide broken line, yellow paint Lin.ft.
05640603 4" wide solid line, white paint Lin.ft.
16,200-2
NH-0842e
Copyright 1986
Bonestroo, Rosene, Anderlik
& Associatesll Iue"
23,OOO~ "lATER t1AIN
Specific Requirements
23 , 000 0 0 Cl SPECIFICATION REFERENCE: Unless othervlise noted or modified here-
in, all sections of the General Requirements shallapplyo
23 , 000 0 1 0 DESCRIPTION: This ~]ork shall consist of installing 611 ductile iron
water main pipe~
23,000020 MATERIALS:
23,OOOo2oBo Ductile Iron Pipe: Shall be Class 52.
2 3, 0 00 ~ 2 i< F II Cast Iron Fittings: Fittings shall be cast iron or ductile iron
(short body or compact) with a working pressure rating of 150 psio Payment
shall be at the contract price per pound for equivalent cast iron fittings in
accordance with these specificationso
2350000201, Gate Valve and Boxes: 'Vlhere required, gate valves shall be re-
silient wedge conforming to A~WoWoAo C-509~80 standards,
23~OOOo3o CONSTRUCTION REQUIRElYlENTS:
23,00003010 General: p.ll water fna ~ n shall have seven (7 1 ) feet minimum
covero Ov,erdepth of vlater main,) vlhere indicated on the plans, shall be con-
sidered incidental to the worko
All valvess hydrants and lateral lines shall be tied \+lith 3/4" threaded rods
to the main 1 ine e Such work shall be considered incidental to the projectc
No valve or hydrant is to be operated by individuals other than City person-
nelo Only under emergency conditions or after specific authorization is given
by the City Public Works Director, shall the contractor operate valves or hy-
drantso
23 ,;! 000 0 3 It E 5 0 Pipe Foundation in Poor Soil: Where required, materials, con--
struction requirements, method of measurement, and basis of payment shall be
as specified under 24,000, Sewer Specifications~
23,OOO~3~J~6~ Permissable Leakage: A drop in pressure over a one hour test
period exceeding 3 pounds shall be cause for rejection of the tested portion
or \'vater maino
23,OOOG3~Lo Backfilling: Backfill on all pipes shall be completed with a
hand operated mechanical tamper to a point one ( 1 t ) foot above the pipe in six
(611) inch lifts~ The remainder of the trench shall be backfilled in one (1' )
foot lifts to the des ign subgrade~ The backfill luaterial shall be compacted
to 95 percent or the standard Proctor density and be considered Type $fe" as
described in the General Requirementso
23,000-1
NH-0842e
Copyright 1986
Bonestroo, Rosene, Anderlik
1St Associates~ Inco
23,000..411 l1ETHOD OF MEASUREMENT AND PAYMENT:
23,OOOg4cAo Pipe.. in Place: Pay-ment at the unit price bid shall include the
required bedding,
23,OOO;4,H; Special Structures and Appurtenances: Payment at the uni t pr ic e
bid for '~la ter ma in v,7e t tap shall include all materials) labor~ and equipment
required to complete the item including the furnishing and install- ing of the
gate valve 0
Payment at the unit price bid for reconstruction (raising) gate valve box
shali include all materials, labor and equipment required to complete the item,
23;;000-2
~lH~0842e
Copyright 1986
Bonestroo, Rosene, Anderlik
& Associates, Iue,
23,0000 WATER l-L.A...IN
General Requirements
23,000.10 DESCRIPTION: This 'i'iork shall consist of the construction of \vater mains
in accordance with the requirements of the Contracto Under the numbering system
used herein number 23,0000211 - 23,00002.Jo inclusive, deal with }~TERlALS; 23,000.3,.
23,00003.L80 inclusive, deal with CONSTRUCTION REQUIREMENTS; 23)OOO~4. - 23,OOO.4.H.]
inclusive, de al \vi th 1vfETHOD OF }1Ei~SUREMENT & P A~1ENT . It is intended that when the
Standard Specifications do not cover the subject matter necessary to be covered that
the additional numbers in the appropriate section may be utilized in the flSpecific
Requirementsfl and the numerical sequence preserved.
23,OOO.loA. WOFJ( "IrJCLUDED: The Contractor shall, unless otherwise specified,
furnish all materials, eq u iprnen t , tools and labor necessary to do the work required
under his contract and unload, have and distribute all pipe, fittings, valves, hy-
drants and accessories. The Contractor shall also excavate the trenches and pits
to the required dimensions; sheet, brace and support the adjoining ground or struc-
tures \vhere necessary; handle all drainage or ground vlater; provide barricades)
guards 11 anq warning lights; lay and test the pipe, fittings, valves, hydrants and
accessories, 'backfill and consolidate the trenches and pits; maintain the surface
over the trench, remove surplus excavatad material; and clean the site of the work.
.,
The Contractor shall also furnish all equipment, "too 13 ) labor and materials required
to rearrat1ge sewers) conduits, ducts, pipes or other structures encountered in the
installation of "the work9 All the t.Jork to contpletely construct the water fa.cilities
shall be done in strict accordance \vith the contract documents to which these Gene'.
ral Rcquirclnents are a partll
23,OOOoloBo SPECIFICATION REFERENCE: In these General Requirements reference is
made to the l1innesota Highway Department Specifications \vhich shall mean the
"Standard Specificat ions for High'\vay ConstructionH of the t1innesota Department of
High\oJays , dated January 1, 1972 and subsequent amendments 0
23,000020 IT1ATERIALS ; The materials used in this work shall be new and conform to
the requirements for kind and size of material specified herein or as altered in
the "Specific Requirements n) HSpecial Provisionsu and IIproposalHo
Within fifteen (15) days after avlard of Contracts and before any installation, the
Contractor shall submit to the Engineer for approval three (3) copies of a complete
pipe and fittings schedule, proposed for installation. This schedule shall be
complete with catalogs, dr~~ings) d iagr ams , thicknesses, or any other descriptive
data that may be required to establish specification compliance~ Should the Con-
tractor fail to submit this schedule as required, the Engineer shall reserve the
right to select all items or items omitted on required schedule~ Any items selec-
ted by the Engineer shall be furnished and installed by the Contractor without any
changes in contract prices.
23, OOO~ 2 II P-40 CAST IROJ:~ PIPE: Pi!.ll cast iron pipe shall be in accordance vJith
ASA A21 0 6 0 T'he pipe shallbe designed for an internal vlorking pressure of 150 psi,
laying condit ion B for 8 feet of cover in accordanceASA A210 1 unless othervJise
designated in the Specific Requirements or Special Provisions. All pipe shall be
furnished with standard thickness cement mortar lining conforming to ASAA2104a
All pipe shall have push-on joints as specified in ASA A21011 and shall be electri-
cally conductive~
23,000-1
5/75
JiD.BONESTROO, ROSENEl At~DERLIK &
ASSOCIATES, INC. 1984
23 j 000. 29 B~ Q_UCTILE ]J10J~_,~.PIPE: All duct ile iron pipe shall be in accordance irilth
f\S~.:. ~21,,51.The pipe shall be designed for an internal working pressure of 250 psil
laying condition B for 8 feet uf l>"\Vei~ in Acco~clar'lce vi th ASA A21050 unlessotherQ
wise designated~ All pipe shall be furnLshed with standard thickness cement mortar
lining con.rorIning to ASA~ ~4,.21Q4. All pipe shall have push-on joints as specified in
ASAJ;21~11 and shall be electrically conductive.
23)OOOe2.C~,A.SBESTOS CEI1ENT PIPE: Asbestos cement pipe shall conform to the re-
quirernents of<=P:Wy.l~.. C400:'65. All asbestos cement pipe shall be Class 150 unless
otherwise designated.
23,OOO,:2~D~ CONCRETE CYLINDER PIPE: Concrete pipe shall conform to AWWA C301 for
reinforced concrete water pipe) steel cylinder type, prestressed. The pipe shall
be designed for not less than 150 psi internal pressure plus 100 psi surge pressure
with a safe factor of 2.5 and for external loads produced by 8 feet of cover with
normal Type B layiAg conditions.
23,OOO.2.Eg STEEL PIPE: All steel pipe shall be in accordance with the require=
ments of AW~JA C201 or A\~l\~A C202. The type of joint and wall thickness is as speci-
fied in the Specific Requirements. The outside of all steel pipe shall receive a
coat of coal=tar prirner rollotrJed by a hot coat or coal-tar enamel into vJhich shall
be bonded a single iayer of asbestos feltt:Jrap and finished with a single'Vlrap of
krart paper accordance vJith P.,},7~lA. C203G All steel water pipe shall receive a
shop applied cement mortar lining in accordance \vith A~~WA C205.
23)000.2. : All fittings shall be mechanical joint, unless
other't;Jise ind e in accordance withASA A21.10.All fittings shall
he designed for not less than a 150 psi working pressure. All fittings shall be
furnished with standard thickness cement mortar lining conforming to the requirea
ments of ASA 1.4.
23) 000 c 2 uG. ~BE~, _GASKETS: Rubber gas ke ts for mcchanica 1 jo ints and push-on
joints shall conform toASA All.II and shall be designed and manufactured to exact
dimensions to assure a liquid tight joint. All joints shall be installed with an
electrical contact through every joint,
23, 0000 2~ He FIRE, ,HYDP\,;.4.NTS: All hydr ants shall be of a l..ln iforrri make ~ The to 11o~!j~
ing informati~n ~^ill be furnished in the HSpecific Requirements"; (1) Si.zeof valve
opening, (2) Depth of trench and cover, (3) No~ and size of hose connect1ons~
(4) NOe and size of steamer connections, (5) Size and type of pipe connections:
(6) Direction of opening, (7) Type or threads, hose connections, (S)Ot
threads, 8tearner connections (9) Shape and size of operating nut:; (10) Open or
closed dratn 1;8s (11) Hydrant accessor ies (lvrenches a.nd drain pun1p) ~
23 , 000 ~ 2 ~ I ~ : Gate valves s ha 11 be bronze rnOUf1 ted!t iron body
valves emen ts of the tlp<). ~J .l..J . A. Spec if ica t: iortf] H~ All
seals with non=rising stems. Valves shall open to the
with mechanical joint ends.
Valve boxes shall be cast iron, adjustable type, conforming with the requirements
of the ~1:;l.trj. ificationsIfo Valves and boxes shall be considered integral
units, \"Jhether or 3 unit type. 'Gate valve boxes shall be 3 piece} Clo~] F<=:t24S0F)
Mueller J- or equal for 71 depth of cover.
T; O' ,-- S- .:--, ........ r-, .-" r ........ .r- r. l.- " ". I .r-. or- p L I.K & 2 3~ 000 - 2
~ H'~ll:. j, J-;:tJuf-...t.0 ~ t,i\lf-. Pi f "iJ U t..,\ . . . ,; "
~ ~ Ii'" ~ . ." , l' . . · - i j\\J....... 198/]
Ill\....' -r
23,OOO~2oJq ~fuere butterfly valves are specified in
the Spe.cif the proposal:, they shall be in accordance with
Hanry Pratt & Companyf'GroundhogU, Dresser 450
with box" Butterfly valves shall be furnished
Valve box shall be of the two or three piece type
VI i. th
23,OOO~
23;1
23 ~OOOe {) During the process of unloading, all
pipe and Contractor for loss or damage in
t r CLflS it",
23,OOO~ ~ All pipe and accessories shall be laid, jointed,
d is infec t sand leakage in the manner herein specified.
23)OOO~3y All material found during the
progress other defects will be rejected by the
Engineer and remove from the site of the work such
defect.ive
23,00003;
23,QOO~3 Tlle Contractor
shall be r,eplace at his
o\~ne}{penBe defective in manufacture or that
has beCOr118 after delivery by the manufacturer; Th is shall in ...
elude ial and labor required for the replacement of in...
prior to the final acceptance of the work.
The Contractor shall be responsible
or to h iITi and .accepted h im and in-
tended far has been in the completed project.
23,OOO~3~ :
23 )000 e 3 .~ C 1. and other accessories shal13 unless otherwise directed
be un loaded delivery; hauled to and distributed at the site of the
project shall at all times be handled with care to avoid
damage ~
231)000Q :
sb.al1 be laid and maintained to the required lines
and fittings at the required locations; and '>Ji th
and with all valve and hydrant stemS plumb,
23,OOOc3" : E.:< is ing water and Sewer mains 3 and other under-
ground u plans only by general location. The Owner does
not guaran shown on the plans, and the Contractor shall be
solely res the exact location of each of these utilities,
\'J i thout Prior to the start of any construction, the Con-
tractor companies having utilities in the project area.
tsl 23~OOOeo.3
- .... -
The ity for providing tempor&ly support and
fot' protect existing utilities 11:"1 tlle project area during
t'he includ but not limited to the period ~f eX$
cavatiof!z In carrying out this responsibility, the Conu
tract6:r \'t~lheneve.t.. gas mains or other utility lines
are backfill or other stable support for such lines
to or fa:!. lu:re~
23,00003 D3. Wherever existing
or to main drains or
present obstructions to the grade and
a 1 igrunent lysupported .~ l"emo\led t relocated or
cooperation \~7ith the O~Jner of the utility,
structLur~ or those instances vlhere their relocation orre=
cc~~~ t ~ uc t it;ri eviation from the grade will be ordered and the
c ha n.g €s.ha 11 irected with extra compensation allowed there-
fore at unit
23)OOO~3" No de'viat ion a'hall be rnade from
the t'eq consent of the Rngineero
23,000,,3 ~pha.ll be C,ontrs.ctor 1
p pes~ valves
~;"Y 0 r k'\,:; it h rto it
lzn.ovirt "records available q
l:'Jel Y in Section 23.000.30 "
23,OOO~3~D6o Overhead utilities, poles: etc.
sIlall be Contractor and if darnaged by the Contracg
tor, shal become necessary dur the progress of
poles:J Q?t}'erhead utilities and obstructions?
t h eOt;J'ne r be done no expense to the Contractor unless
othen'7ise ial ProViS1C)nSI1 or HSpecific Requirements""
It 1!lil t~e Contractor to visit the sitealldrn.ak.eexact deter~"
mination or the s Ucrl ties prior to the submission of his
bid.
23,OOO~3(E.
23,OOO.3;El. "'- be dtlg to the alignment (3.nd depth
shown on ad'vance of pipe irlg as ErLgineer shall
spec trench shall be so tlon
rDay \1J'ork safe tiler.e irL ~
11'"e d li2 ttl]~.a dra. inage Challi'1.>if: 1s.
23;OOO?3 rnay \}8ry T''''lith and depend upon the depth of
trench 8,nd material encountered; but in any case shall
be of to be laid and jointed properly and the back=
fille to The minimum width of unsheeted trench
23 OOO~4
~
sh.al be i~llcl~e:s 10 inches or larger at least one foot greater than
the 11.ominal tel" except by consent of the EngineerQ All trenches
shall be conIonn to the State Industrial Commission Safety require~
ment~"
The trench shall have .~ bottom con=-
be laid. The shall be laid upon
of the pipe will have a bearing for
l.i:S shall be excavated to insure the pipe resting for its
bot t.orn of the trencband to permit jointing to be made prop'"
23 1< 000 .~ :3 e p..,..ny part of the trench exc~\iated below
Bh~ material thoroughly compacted without ad....
ditional to the Contractor.
23,OOOo3e P~p~ Fou~dation, in Poor Soil: \\lhen the bottom at 8ub-grade is soft
and ill the Engineer cannot SUPPort the pipe, a further depth and/or
refilled to pipe foundation grade with 't:ls11 compacted
gr~\re 1 e to the }:iirillesota H.ighway Department Specifics-
t ion :3 u8ed for the atabili~ation material.
p..1€-as ur-eUlent Class 4 gr~vel may be
tors responsibi to riotify the Engitleer of changing
~Ob 4uay be of poor bearing capacity and when organic soils are
placed. on unstable soils ~lithoutnotific8.tion of
the Eng~tneer, th,e Co:n,tractor shall be responsible for all repairs and correction of
th~ io rl,
;;OOOG3;;E6o Pipe Clearallce in Rock: Ledge rock boulders and stones shall
~~~;;'::""""':::o:'!I~~~~~""".lIIo
b.e L:"emo~y.ed to learance of at least 6 inches on each side of all pipe and
16 inches or less in diameter; for pipes larger than 16
incJ:les belo't.J .and clear width of 9 inches on each side.of
inside dimneter of shall be provided~ l\dequateclearance for properly jointc:o
ing laid in rock trenches shall be provided at bell holest
23;OOOo3oE1~ P;lp~",",=-fou2~dat~_~n -,in Roclc._: The space between the bottom of the trench
and :rock 3110 th.e bottom of the pipe shall be backfilled vlith granular base material
speaking th.s !l1aterialfrora tl1etrenc.h excavations
shall be considered as suitable material~ Noaddition=
tl1 is!nateri~ lalla 11 be at 11~1rjed 11 However, in
be hauled in. the hauling of the suitable
bed shall be paid for on weight basis wnen ordered
shall be delivered to the Engineer daily~
23$000;1 .... Solid rock excavation shall include
or shattered and which will require
bIas of air tools for r.emovalof any boulders or con-
eret<;~or --~~oilry structure (except concrete pavement, curb) gutter and sidewalk)
exceed cub ic in volume that may be encountered in the work.
~ 23 ;: 000 ",5
0'
C4.
- ~.
23 D 000 ~ 3 ,; &9.~ Bl~st for exc~vation will not unt
the Contractor ineer of the necessity so to do~ such notific~Q
tion the Contractor of the and li~biiity contifiQ
gent blasting ~Jill be fixed th~ Eng1nser9
Any red the Contractor
The r.e i"'V~ to b 18.~ t 1
and
23 ) 000 ~ ::L~ Bel holes of ample dimensions be dug
ill trench~s the jointing to be fnade properly ~
23)OOO.3~El Sheeting~ bracin.gi) €lte l; ~ shall be put in
p lac ea. nd roa the sides of the excavJ!t:lon and
to prevent any rnov.ernent 'v1hich may in any ltJeyendanger personnel or insure or delay
the work or adjacent build or other structures~ ~Jhere sheeting @nd
bracing .t.h .811.a be increased accordingly. Trench ~heeting
shall remain has been laid:; tested for defects and repaired if
necessary:; and the earth around it cornpacted to a depth of one foot or over the top
of the pipe~ shall be paid for at the unit price
bid. It sha 1 ibi and duty to be with
local relating to this type h~
shall aSSl1rne the compliErnce tn,c re'ffl1 th c
23,OOO.3.E12. matel~lal ~
!
be piled Ji<< ['1
ing sidewa c leal' or otller
pro\lis1.ons rnade
23 ) OOO.~ 3= E13 Q To from in~
jury and t:oavo :: cort$;1truct:.toEl signs $ fence$~
flashers and and maintained during the progress
of the is safe ror traffic to u~e the trenched road=
way.
23 , 000 .~ 3 ~ ElL} . E:Kcavat ions for opereltlons
shall be conducted least interruption to traffic~ \~lhe r e
traffic must cross open the Contractor shall provide suitable bridges at
street inter-see j,~ 0 n.s .13 rid s under pressure, ~valve pit covers ~
valve boxes, curb fire or police call boxes or other utility controls
shall be left the construction periodQ
Tr:/ees , fences ;. poles and all other
their removal isauthori~ed and aily
'res"t.o"re.d the Contractor or com=
of the Contractor~ 'Where tree
urfaces one iC:ll or tnare in diarne te:r aha 11 be cCfv"ered
23,000 No valve or other control on the
exist purpose by the Contractor without approv-
al of th.e such operation shall be notified
by ,the Contra+:: ion and be advi$ed of th;~
probable storea.~
23 )
;@
23, frU,!!f~Lir~_1b"J!.c1~ir?J5~ ~r _$}{cavatiol1.0ther Then Op~n Trench: l4here pipe
by trenche~{cav a t ion, the method for pl~cing and payment
the nSpecific Requirements;n.
t!!~!~!!!Jr" "",,9 f~,,,, ~;i:~nd ,1 i ~Y5 ,,1~ i P e,"", :&, ,Jl.:.C:c e 5 so r i e f] r n to Tr e n.;~ hoper imple""
merit ~ s (4ati~f"ac. to the Engineer shall be provided and used
th.~ corwenient pro~ecution of th~ wo&k,
Befor2 lowering and while suspended,
t s and Co rac }::~ ~ Any dei~(:tive)
23 , 000 ,~ ,All ignm.atter or dirt shall be removed from
the instde of is lowered into its position in the trench, and it
1. be R"" means during and after layingQ
\..;;:....
23~OOO~3~E21. f:~event tng "french toJat€z:" Fronl Entering Pipe: All openings along the.
lin.e of ~;1at~r n1.~in shall b'e securely closed: as directed) and c:t the susperlsion of
~i? 0 !:'" ka t shall be placed to prevent earth or other sub-
stances uta 1.n, ~
23,OOO?3~ Tril1enany railroad or high'Vray ;l,.S
measures reGuired by th~ Railroad aDd High~
l1~Y or high\c'iay crossings shall be paid for
e~~ J gIld permit requirements shall be a8 stated
23;iOOOc3sE23c U~t~U t...tab.1e ,Cand :i:.t ions _ ~fJ:r Laying Pipe: 1'-10 pipe aha 11 be laid in
\-J'ateror v?hen conditions are un8u~.t.ab'.e for Stich work.
2 3 ~ 000 <l 3. Fl' ~ 1 jointing of mechanical joint pipe and pushaon joint
pipe sru3i 11 be e with the requirements of Section 9b and 9c of the
AoW~W~AQ Specification C600~64~
23;,000.3" ~ Preparation of. Pipe Ends; Before laying the pipes) the outside of
the spigot and the inside of the bell shall be wire brushed and wiped clean and
dry. Pipe ends shall be kept clean until joints tire rnadell
23~OOO931>F2~ GE~skets : Rubber gaskets s1'1aJ.1 be used v;hether the pipe is mechanical
~,~~~:.::'~~
or ioint.
23,OOO.3~G~ SE:rr~!.Nf].Vl~:.J)lE~~~ VALVE BeXES & FITTINGS:
anc pipe fittings Slhall be set and jointed to n~w
specified for cleaning, laying and jointing pipe.
;:z ~ All valves shall be set where directed by the Engi-
be supported on a concrete b10ck as showa on the de-
shall be maintained centered and piumb over the operat-
t tlg l1U t the valve boxes shall be set flush with the existing
s\.!rface and to provide 12 inches of upwa=d adjustment. All gate
23 : 000,..7
5'9. f\ .1'\! 'D ER L lY( (~
iNC. 198@~
valves 14" inc hes rnounted in manholes as shown on the detail
dr swings" Each m_anhol{~ shall be marked with a 40 x 411 timber, 6' long
set v1ith 2 fee 0 exposed above grade a
2 3 .~ 000 ~ :3 ~ l'1 ~
23D 00.0 Q 3 ~ HI ~ ants shall be set where directed by the Engineer 0
A grade stake \-;Jil1 be provided by the Engineer at each hydrant.
~~o hydran t su.ch a grade s take has been p laced ~
23,000 e 3 ~H2 c ants shall be supported on an 8 inch concrete
block or ant shall be braced as shown on the detail
dra~Jings c t):e.eIl set~ there shall be placed around the base
of the of gravel or crushed rock from which
all fine Inatel: A layer of polyethylene, minimum 4 mil thick-
ness~ i ~ < ... the rock to prevent the backfill from entering
snai 1. be
th\: ~vv v ids ~~.~ ants must be rnaintained in a plumb position
23,OOO~3~I~
23,OOO;3~Il~ ;- tees; ants and plugs shall be securely braced
againstund prec.as co nc rete b lock "tv i th ~~.Jooden lvedges
or poured b locks.~ f'"iethod or anchorage rnuS t be reviet.jed
wi thand prior to backfilling~
23,OOOo3~
23,OOO;3oJl~ ~~Jter the pipe has been laid and backfilled
as specifieds any valved section of it shall, unless other....
~]ise spec if ied , tatic or air pressure of 150 Ibs~ per square
inch" The tes ted under the observation of the Engineer and with his
appro"val "
23) OOO.~ 3 g ..12 ~ ; The duration of each pressure test shall
be at least
23,OOOc3oJ3$ 1 p or sections thereof shall be slowly filled with
v1aterfrom a is ~ static test is used, and the specified test pres~
sure, measured at the lowest point of elevation, shall be applied by means of a
pump connected satisfac rnanner " The pump, pipe connection,
gauges and be nished the Contract:or~ Gauges
and measuring devices th the of the Engineer and the necessary
pipe taps -made
applying hydrostatic test pres-
sure$ al To accomplish this, taps shall be
m.ade 2 :i~t -Yl.e.c~e s levation and afterward tightly plugged,
3s 000 ~~8
~
980~.
23 )000 (; 3 $ J5 c iO.[1 Ul1.der~ .Pl~.e.ss:ut~ e : Jl.r'ly crack Dr defective pipes, fittings,
valves or discovered in consequence of the pressure test shall be removed
and replaced ~itb 80und material in the manner p=ovided and the
test shall be 11 satisfactory to the Engineer 9
23~OOOc3$ i1:1 pressure over the 30 minute teat pe1:'c::>
iod exceed for rejection of the. projecto All leaks shall
be correc i1 the pressure drop is within the 3 pound
lirnit ~
Coriducti shall be provided throughout the water
s ys tern. straps or approved conductive gaskets with copper inserts~
All f rneChallical joint 1tJith copper straps 4 L,ead tipped gaskets
\-Ji lln.o t be for conductivityo
s aps between sections of pipe shall be not less than 1/16 Sf ::{
3/4H to 1.velded pipe straps of the sarns size, Bolts shall be
5/16 n d. iarneter bronze ~ For all locations where shop welded straps are not avail=
able; fie ld vae Id8 shall be rnade us ing the Cadv}e Id me thod \,vi th size 32 car tr idge.
Each field 1;}Jeld 1 be properly ~ade after filing the surface of the pipe to a
clean the entire urea of the weldo Straps bolted to mechanical
joint fit "; l it X 1~1/2nc All straps shall be securely
1.,1
fas 1 ctc:e.d S :"0 EtE} to not damage the conductivityo
Gonauc.t per forrned all mains after they have been pres=
sure tea tea at normal operating pressureo It.,. direct current
of 350 alnpscJ.t shall be passed through the line for 4 minutes. Current
on a suitablearmneter and shall rerl1ain steady
fluctuation throughout the period~ At the end of
shall be ra'ised to amps for 1 minute i-J'ithout
curren,t or\V ide f lac t.u.at ions of arlU=P~ter need Ie shall be
e\jidenCE~ which shall be isolated, corrected and retestedo
tab le t: lor tne test shall be arc 't'lelding nla~chines vJithadequate
siz~d cables to carry the test current without voltage drop or overheating~ Con~
ductivity test shall be carried out in the presence of the Engineer or his duly
authorized agent. Caut ion shall be exercised at all times 'l;.rnen worlting t!JithelecQ)
trical equipment and 'i>Jires our the conductivity test.
23 ,0000 3 ~ l( ~ J)ISINF~CT,~,ON:
23 , 0009 3 . Kl jj (jep. ~r,~?i 1 : After completion of the installation and testing, th6 ConQ
tractor shall disinfect the new pipe, valves and fittings as described in A.W.W.A,
Specification 68 dated June 1968s by use of the Continuous Feed ~~1ethod II
The Contractot" rnay. elect to use the Tablet !>lethod \vhich is generally described as
fo 110::;221 :
The place hypochlorite tab 1e ts in each section of pipe and
a 1 so in ant branches and other appurtenances during construction.
The tablets shall be attached to the top of the pipe with an adhesive of hot tar or
uPerm,atexH l~o 9 t cerrlen ~ or other appro-ved material ~
23;OOO~9
0 ~~.,
~ :u{
\'~he 11 th e installation has been completed, the main shall be filled with water
at ~ of les s than 1 foot per second~ This water shall remain in the pipe
for at Fiwt terl the 24 hour retention period) thehe,avily chlorinated
'VJater shall be flt.::rlc:2 ~ror~1 the ma in unt i1 the chlorine concentration in the vJater
lea'ling the rna l.es thcU1 1 pprn ~
Tests are required to determine chlorine residual at the end of the 24 hour
retention period and after flush to ascertain that the heavily chlorinated water
has been 1 i ne . At the end of the 24 hour retention period,
the rnain shall ..~ .. less than 10 ppm chlorine.
t a~ ":Ln LiG t
The nUfnber of tablets required per 18 foot length of pipe based on 3-3/4 grain
available chlorine per .:~t all .1:8 is as folio ,\.J s:
D iaJ112 tcr No. of Tablets
~~~
4it 1
6jl 2
X 1) 3
u
10 Ii (1
r
12 'ii 5
16 11 9
1811 1'"
_L...
Ii 1.1 14
r!.
2! i [ 20
~}.
2 3 } 0 00 ~ 3 '> L ~ BP~Cl<~F' rLLING, CLEAJ.'~ING UP & r-liiINTA.INING SURFACES;
23 ) 0 00 .~ 3 '. L 1 " Backf.U"l ir1.g=_P:roc~dure, at, Pip e Zone: Granular material or other suite
able backfill material [ree rrOTI1 rocks, boulders and other unsuitable substances
shall be sltecl tite trench simultaneously on both sides of the pipe for the
full width of the tren C'Ll t.O a height of at leas t s ix (6 ) inches above the top of
the p ipe .~ The backfill shall be hand placed and thoroughly compacted to fill all
spaces under and adjacent to the p ipc=.
2 3 , 000 " 3 " L2 ~ Backfill Procedure Above ,Pipe Zone: (Type Ha if) Pro cedure \.Jhere
Settlement i s ?~ llo\.;ab 1 e: Succeeding layers of backfill may contain coarser mater-
ials and shall be free rroiTl pieces of rock, concrete or cl,ay lump Ulore than one
cubic root in \/0 lume ) roots. stumps, tin cans, rubbish, frozen materials and other
similar articles whose presence in the backfill ~']ould cause excessive sc;ttlernento
TI1is e of backfill may be accomplished above tbe pipe zone by any mechanical
means or otherwise, ~-.t... the: opt ion of the Contractoro On traveled streets, completed
backfill shall be rolled T,'Jil. eel type or crao12r type equipment \veighing not less
than. 6 tons" be maintained in passable condition for traffic until
date or final ion. Backfilling under exposed existing utilities shall be
camp ac t::;d to .s.ett eTI1Sot and any future displacement~
23,000 3aL3~ ~e_~~{f,:,l~iilgProce~~~G Above Pipe Zone: (Type f1bll) Succeeding layers
of backfill may contain coarser materials and shall be free from pieces of rock,
concrete or c II10.r :.6 than one cubic foot in volume;: roots, s tUlnps, tin cans)
rubbish ~ frozen materials and other similar articles whose presence in the backfill
could cause excessive sectlement. This type of backfilling may be compacted by
puddl ing \.]ith hose and pipe nozzle:> or by flooding the trench, as the backfill-
23,000=10
0
.0:.
ing is accomplished above: the p ip2 zone by any Dech.J.nicaJ. means or otherwise at the
option of the Contractor. It i~ lmportant that proper precautions be taken to pre-
vent flooding of the; pipe: uhen [loading the trench a~1d the Contractor shall be
\.]ho lly res pons i b Ie .for n~g 12 c t 0 [ thGse prccdutionse
2. 3 :; 000 ~ 3 . L4 . frocedure iyJhcre No Settlement is ....'\.1 1 O\.Ja.b12 : (Type "c II) Succeeding
layers of backfill may contain coarser materials and shall be free from pieces of
rocks) concrete or clay 1 urnp fnor G than one-third cubic foot in volume, roots)
stumps; tin cans} rubbish, frOZen rnati~r ials and other similar articles whose pres-
ence in the back.fill \.Jou1d causl.--': excessive settlement. This type of backfilling
shall bi2 placed in un i ~- 0 tm 1 ay 2 1.- S :)8 [():c e compaction of approxirnatG ly 6 inches,
tamped by rnf2chan ical ITte~lns.
23,OOO~3.L5. Procedure ~~hl2rc no Settleracilt is A.llo\vab 1'2 ; (Type lid " ) Succeeding
layers of backfill silall be mGd~ of selected m2te~ials meeting requirements as set
forth in the; II S pee i fie r~ ~ qui r C ill c? n [s I I . Th is t Y Pi:; 0 [ b 3 C k fill in g s h a 11 be p 1 ace din
un if arm 1 aycr s bc~ rCll.- ':2 compac t ion or appl~o::irn3tc 1y 6 inches) tal:1p2d by mechanical
means. It shall be Lhe duey 0; the: CCl1tractor to remove excavated materials not
used in backfilling co a locJtion as designated in the "Specific Requiren1entsl1.
23,000.3.L6. Deficienc~,,: (lf BClckfill, By \Jhorn Supp 1 ied : imy deficiency in the
quantity of material for backfill.ing the trenches or for filling depressions caused
by settlement sh211 be; supplied ~.iy the Con tr ac tor \.)i th no extr a compe ns at ion a llot.}ed .
Any sr2ttlc:ment uhLch occurs shall be refilled by the Contractor. Material shall be
at the Contractor!s expense and or a materitll approved by the Engineer.
23,OOOe3.L7. Restor-at 1.0;1 of Sur :[ ace: \.Jhen type "a", lib '1, 11 C If or "d" backf i 11 ing
procedure is rGquLrecl, tL2 strc:c~t shall b~ rc:tul:ned Lo its original grade and con-
tour. Any c::xce s s d i r t c au ::; ed lJ y d is p lacerTie n t d uc: to structures sha 11 be rernoved by
the Contractor to 2. 10 C 2 t i 0 tl 2S des i g n ate d \.) i t h no ex t r a co [TIP ens a t ion e
23,000.3.L8. Clea.ning Up: Surplus pipe 1 in e ma t e ria 1 . tOO]5 and temporary struc-
tures shall be reniOVCU by the Con.tractor and all dirt and rubbish caused by his
operations and excess Garth from excavations shall be hauled to a dump provided by
the Contractor and [he ~onsLruction sitc; shall bc left to the satisfaction of the
Engineer. Clean up operations shall b(~ ZlC CODlp 1 ish ed pronlp t 1 Y af tor tests are com-
pleted.
23,OOO~4. !'iETHOD OF 1"lEi\.SURE1.Il::1'~I & l? A Yl.IEHT :
23, 000 ~ 4 . 4~ ~ PIPE Ii\~ P Lf\C E : P i. P c: \'.' i 1 1. b c P 2 i d ror ctf the contract price per 1 inear
. .....
foo t , '(.) b i c h s h a 11 include the; cas t or furn isbing all pipe, rubber gaske t, join t s
and otber rnater ia.l and 01: de.: 1 i '-./cr ing, L12nd 1 int; , laying, trench Lng, backfilling,
testing and CLll rTIatcril.ll 01..' '-lor-I\. nc;ccEisary to instt211 the pipe complete in place at
the depth above specified.
The length of pipe:: rCJ1~ \.Jh ich r 2.Y~\C:rl t is ITL.1de s hD.11 be tbe acLual overall length
measur(;d alone the (l:{ is ot chi:; p ip2 \-J i tL10U t regard to intervening valves or
specials\>
23,000-11
rcO.SENE, ANDERLIK &
~A.SSOCiATES, H"'~C. 1984
All jacking shall be paid for at the contract unit price per linear foot 1:oJhich
shall include both the water pipe and the casing under roadway and railroad) com-
plete as specified previously under SecLion 23,OOO.3.E22. Payment shall be made
for the jacking length specifiGd unless unforseen conditions requ~re a change in
length of jacking.
23,OOOQ4oB$ CP...ST IRON FITTINGS: Cast iron specials will be paid for at the Con-
tract price per pound installed] said weights to include fittings, glands, bolts
and gaskets. Payment for cast iron fittin!js shall be for the published \-Jeights of
mechanical joint fittings as listed in A.S.A. Specification A 21.10-1964, including
accessorie.s.
23,OOOa4.C. HYDRANT S : Hydr~nts will be paid for at the contract unit price per
hydrant installed complete with gravel, concrete base and bracing, but does not in-
clude the auxiliary hydrant valve which shall be paid for under another item of
thcc~ specifications if required.
23,000.4.D. GATE VALVES & BOXES: Gate valves and boxes including extens ions, ~'lill
be paid for at the contract unit price per valve nnd box installed.
23)OOOo4.E. GATE VI~VES & VALVE 1.1.ANHOLES; Gate valves and valve manholes vJill be
paid for at the contract unit price per valve and manhole installed,
23,OOOa4.Fo ST@1ILIZATI01~ 1iATERIAL; Gravel stabilization shall be paid for on a
ton basis for all material deposited in the trench under the pipe. tic gravel
stabilization will be paid for that is installed without the knowledge or consent
of the Engineer nor will payment be made for rock installed only for deHatering
purposes 0
23,OOOQ4oG~ ROCK EXCAVATION: If rock is encountered in the trench) such rock ex-
cavation shall be ~easurcd by volume in cubic yards and shall be measured from the
top of the rock to a point 6 inches below the bottom of the pipe and 12 inches from
each side of the inside diameter of the pipe. The minimum trench width of the rock
excavation shall be 36 inches- Payment shal1 be at the contract unit price per
cub ic yard # -
23,OOO.4.H~ SPECIAL STRUCTURES & APPURTENAl{CES: Basis of payment for special
structures and appurtenances not included above shall be stated in the "Spec ial
Provisions ", "Specific Requireluents" and/or nproposall1.
23,000-12
~ aONe:STROO, ROSENE, ANDERllK &
i4\SSOCJATES, INC. 1984
24,000. SEWERS
Specific Requirements
24,000.0. SPECIFICATION REFERENCE: Unless otherwise modified or altered
herein, all sections of the General Requirements shall apply.
24 , 000 0 1 Q DESCRIPTION: This work shall consist of constructing a 6" PVC per-
forated d~ain pipe and a catch basin manhole over an existing storm sewer.
24,000030 CONSTRUCTION REQUIREMENTS: The contractor shall construct CBMH-l
as shown on the plans. Payment shall be at the bid unit price and shall
include materials, labor, connections to the existing storm sewer and all mis-
cellaneous itemso
The contractor shall install 6" PVC perforated subdrain a minimum of 3.5'
depth at the location indicated on the plan. The pipe shall be constructed as
Design Special - 2 . Payment for 6 ., PVC pipe drain shall be at the bid unit
price per lineal foot and include 6" PVC pipe drain, 3/411 washed rock, filter
blanket and all miscellaneous items associated with its construction.
Three existing sanitary and storm manholes shall be reconstructed to match
proposed surface grades along the reconstructed portion of Quebec Avenue.
Adjustments shall meet design requirements with respect to number of concrete
adjusting rings as indicated in the special plates for manholes. Unit price
bid per lineal foot for raising or lowering manhole shall include all items
required to complete the reconstruction including installation of new or
existing casting assemblies.
NH-0842e
Copyright 1986
Bonestroo, Rosene, Anderlik
& Associates, rne I
24,000. SE~tJERS
General Requirements
24,000.1. DESCRIPTION: This work shall consist of the construction of sewers
in accordance with the requirements of the Contract. Under the numbering sys-
tem used herein numbers 24,000.2 - 24,OOO.2.N inclusive, deal with Materials;
24,000.3 - 24,OOO.7.A inclusive, deal with Construction Requirements; 24,000.8
- 24,OOO.8.K inclusive, deal with Method of Measurement and 24,000.9 -
24 , 0 0 0 . 9~ 1'--1 , inclusive, deal with Basis of Payment.. It is intended that w11en
the Standard Specifications do not cover the subject matter necessary to be
covered, additional numbers ~n the appropriate section may be utilized in the
Specific Requirements and the numerical sequence preserved.
24,OOO,,1.A. \.JORK INCLUDED: The Contractor shall, unless specified otherwise,
furnish all materials, equipment, tools and labor necessary to do the vlork re-
quired under his contract and unload, haul and distribute all pipe; castings,
fittings, u1anho les and accessories. The Contractor shall also excavate the
trenches and pits to the required dimensions; sheet, brace and support the ad-
joining ground or structures where necessary; handle all drainage or ground-
water; provide barricades, guards and warning lights; lay and test the pipe,
castings, fittings, manholes and accessorles; backfill and consolidate the
trenches and pits; maintain the surface over the trench; remove surplus exca-
vated material; and clean the site of the \vork ~
The Contractor shall also furnish all equlpment, tools, labor and materials
required to rearrange sewers, conduits, ducts, pipes or other structures en-
countered in the installation of the work~ All the work to completely con-
struct the sevIer facilities shall be done in strict accordance with the con-
tract documents to which these General Requirements are a part.
24 , 000 .~ 1 ~ B . SPECIFICATION REFERENCE: In these General Requirements reference
is made to the ~fn/DOT Specifications which shall mean the ffStandard
Specifications for Highway Constructionti of the Mn/DOT, dated January 1 , 1983
and subsequent amendments.
24,000.2. MATERIALS: The materials used in this work shall be new and con-
form to the requirements for class, kind and size of material specified below
or as altered or more specifically described in the "Specific RequirementsH,
"Special ProvisionsH and HProposal".
24,OOO.2.A, CLAY PIPE: Clay sewer pipe and fittings shall conform to the re-
quirements of the current A.S.T.M. Specification C-700 for extra strength clay
sewer plpe. Extra strength pipe Ehall be used for all Vitrified Clay Sewer
Pipe on the proJect.
24,OOO.2.B. POLYVINYL CHLORIDE SE\V"ER PIPE: Polyvinyl chloride sewer pipe and
fittings shall be produced by a continuous extrusion process using Type 1 ~
Grade 1 material as defined in A.S.T.M. Spec. D-1784. The design, dimensions
and wall thickness shall be in accordance with ASTM Spec. D-3034, SDR 35.
24,000-1
1/86-2924d
Copyright 1986
Bonestroo, Rosene, Anderlik
& Associates, Inc.
24,OOO.2.C. REINFORCED CONCRETE SE~~R PIPE: The sewer pipe shall conform to
the requ~rements of the Standard Specifications for Reinforced Concrete Sewer
Pipe, A~S.T.Mo Designation C-76 of the class designated on the plans and in
the Proposal.
24,OOO.2.D. CORRUGATED METAL PIPE: Corrugated metal pipe shall conform to
the Standard Specifications for Corrugated Metal Pipe Culvert of the AoAcS~HoOo
Specification M-36 with exceptions and additions as noted in Mn/DOT
Specification 3226. The kind of base metal and gauge is stated in the
"Specific Requirementslfo If any special coating is required, i t ~~li 11 be
stated in the uSpecific Requirements".
24,OOO.2.E. DUCTILE IRON PIPE: Ductile iron pipe shall conform with the re-
quirements of AWWA Standard CISl of the class and type stated in the HSpecific
Requirementslt. All ductile iron pipe shall have mechanical or push-on type
joints and shall have a standard thickness cement mortar lining in accordance
with A~~~A Standard CI040
Where ductile iron pipe is used as a pressure line receiving discharge from a
pumping station} all joints shall be electrically conductive by use of copper
straps or approved conductive gaskets with copper inserts.
24,OOO.2oFo CAST IRON FITTINGS: \fuere ductile iron pipe is furnished, fit-
tlngs shall be mechanical ]Olnt in accordance \4ith ATiTHA Standard CilO 0 All
fittings shall be designed for 150 psi working pressure~ All fit~ings shall
have a standard thickness of cement mortar lining in accordance wi th ATr]VIA
Standard CI04. Ductile iron fittings in accordance with AWWA Standard C-153
are considered equal.
24 ,OOO,~ 2 ..G.. JOINTS AND JOINT f.1ATERIALS:
24,OOO..2.Gl. Clay Pipe: Ciay pipe joints shall be rubber or plastic type
compression joints in accordance with A.S..T.M. Spec. C-425. Plain-end vitri-
fied clay pipe may be used which employ Type B compression couplings ~n accor-
dance with ASTM Specification C594.
24,OOO.2..G2o Polyvinyl Chloride Pipe: Polyvinyl chloride pipe joints shall
be bell and spigot type with solvent cement applied in accordance with the
manufacturer's recommendations. Gasketed push-on type joints are considered
equa 1..
24,OOO.2oG3e Concrete Pipe: Reinforced concrete pipe joints shall meet the
requirements of ASTM Specification C-361 and shall be the Bureau or Reclama-
tion Type R-4. Deformed concrete pipe shall be jointed with material similar
to Ram-Nek, Hamilton Kent, Kent Seal No. 2 or equal gasket material applied in
accordance with manufacturer1s recommendations~
24,OOOo2.G4. Ductile Iron Pipe: Gaskets for mechanical joint and push-on
joint pipe shall be designated and manufactured to exact dimensions to assure
a liquid tight joint. All joints for pipe used as a pressure line shall be
installed with an electric contact through every joint.. Joints shall conform
to AW\-JA Standard CIll.
24,000-2
1/86-2924d
Copyright 1986
Bonestroo, Rosene, Anderlik
& A.ssociates) Iuc 0
24,OOO.2.G5. Corrugated Metal Pipe: Corrugated metal pipe shall be joined
using coupling bands in accordance with Mu/DOT Specification 3226.
24,OOO.2.H. MANHOLE AND CATCH BASIN FRP"MES & COVERS: Cast iron for both man-
holes and catch basin frames and covers shall be of the best grade of cast
lron, free from all injurious defects and flaws and shall be Class 35 iron in
accordance with AoS.T.M~ Spec. A-48. Sand blasting prior to coal tar pitch
varnish finish 18 required. Both the surface or the cover and frame in con-
tact shall be machined for non-rocking protection. The words "SANITARY SE"WER1f
or 11 STORl"1 SE"\.tTER fl shall be cast on top of each manhole cover in two inch let-
ters where each is applicable. All manhole cascings shall be furnished with
two concealed type pick holes or a design approved by the Engineer.
The type, style and weight of all manhole castings, special castings and catch
basin castings shall be as stated in the "Specific Requirements".
24,00002.1. MANHOLE STEPS:
24,000.2..11. Cast Iron Manhole Steps: Cast iron manhole steps shall be manu-
factured from hi-test metal having a minimum tensile strength 35,000 pounds
per square inch. All manhole steps shall be Neenah Foundry Step No. R-198IJ,
Badger F-lS or equal. All steps shall conform to the requirements of A.S.T.M.
Designation C-478..
24,OOO.2~I2. Aluminum Manhole Steps: Aluminum manhole steps of a design sim-
ilar to the cast iron steps specified may be used. Aluminum manhole steps
shall be made of Apex Ternalloy No. S aluminum alloy.
24 , 000 .. 2 . 13 . Polypropylene Coated Manhole Steps: Polypropylene molded over
steel reinforcing rod and similar in design to the cast iron steps specified
may be used. All such steps shall be M.A. Industries (SP-I-PF) Manhole Step,
or equal.
24,OOO.2.J~ PRE-CAST CONCRETE MANHOLES: Precast concrete manholes shall be
used for all manholes more than 6.5' deep from rim to top of pipe and shall
conform to the requirements of A.S.T.M. Designation C-478. Segmental block
may be used for the lower portion of manholes over large diameter pipe up to
the top of the largest pipe. Unless otherwise stated, the internal diameter
shall be four feet. The upper section of the manhole shall be reduced to a
smaller diameter opening by use of an eccentric pre-cast cone made expressly
for this purpose. On manholes 8 ft. deep and greater the pre-cast section im-
mediately below the cone section shall be one (1) foot in he ight. The verti-
cal wall of the cone shall be on the downstream side of the manhole, except
for pipe 36 inches in diameter or greater where steps will be placed to pro-
vide the most suitable access.. A minimum of 2 rings and a maximum of four
r~ngs of adjustment shall be allowed. All manholes shall be watertighto Pre-
cast manhole joints shall be rubber a-ring gasket type. All manhole steps
shall be securely and neatly mortared in place. All lifting holes shall be
neatly mortared upo Manhole bases may be pre-cast or poured in place. Poured
in place bases must be acceptably cured before the manhole sections are placed
24,000-3
1/86-2924d
Copyright 1986
Bonestroo, Rosene, Anderlik
& Associates, Ine.
on the hardened slab. The inverts of all manholes shall be shaped to the half
section or equivalent size pipe conforming to the inlet and outlet pipe so as
to allow for a free uninterrupted flow with all surfaces sloping to the flow
line. ~anholes may be supplied with preformed inverts and watertight pipe
connect~ons for all lines 15" in diameter or smaller.
All manholes, catch basin manholes and catch basins shall be constructed in
accordance with the detail plates included in the contract documents.
W?ere manhole or catch basin depths are less than 6.5 feet from rim to top of
p~pe, they shall be built with precast concrete manhole sections and a precast
concrete manhole slab with offset opening suitable for street loading.
v.1here manholes are constructed using a precast concrete manhole top slab, the
pre-cast section iw.mediately below the slab shall be one (1) foot in height.
iiMini-Teeii type precast manhole bottom sections may be used for the installa-
tion of all small diameter concrete pipe sewers in lieu of the construction
method described above.
24,000..2.K. PPill-CAST SEG~mNTAL BLOCK: Eight inch precast segmental radial
block may be used for the lower portion of manhole over large diameter pipe
and for shallow manholes and catch basins.. Concrete used in the manufacture
of these blocks shall conform to the requirements or A.SoT.M.. "Specifications
for Concrete & Masonry Units for Construction of Catch Basins & l1anholes",
Serial Designation C-l39o
The exterior of all block manholes shall be plastered with one-half inch of
mortar as per Paragraph 24,OOO..5.C.
24,00002010 CONCRETE ~~TERIALS; Concrete for monolithic concrete manholes
and all manhole bases shall consist or Standard Portland Cement Type I, clean
washed sand and crushed rock and gravel free from deleterious materials.
P art land cem,ent shall conform to A.S.T.M. Specifications, Portland Cement Type
I, Standard Serial Designation C-lSO. Gradation shall be subject to the ap-
proval of the Engineer with proper water-cement ratio to obtain a concrete
testing not less than 3000 pounds per square inch in 28 days.
24 , 0 00 .. 2" ~1e MORTAR HATERIALS: Mortar used ror laying up concrete block or
brick manholes or used for plastering lift holes and exteriors of manholes
shall consist of Standard Portland Cement Type I, Standard Serial Designation
C-150o Lime shall conform to specifications for normal finishing hydrated
lime, AeS.Tof:l. Serial Designation C-6 or specifications for hydraulic hydrated
lime for structural purposes, A . S . T c I"1 . Serial Designation C-141. Gradation
shall be subject to the approval of the Engineer.
24,OOOo20N. GRANULAR ~~TERIF~S: Granular materials used for improved pipe
foundation, special pipe bedding, or PVC pipe bedding where improved pipe
foundation is required shall meet the requirements of Mu/DOT Specification
3149H, Coarse Filter Aggregate, and the following crushing requirements. Not
less than 50% of the material, by \,ve igh t, that is retained on the No. 4 sieve
shall have one or more crushed faces.
24,000-4
1/86-2924d
Copyright 1986
Bonestroo, Rosene, Anderlik
& p~ssociates, Inc ~
Granular materials used for p~pe bedding in rock and for PVC p1pe bedding
where improved pipe foundation is not required shall meet the requirements of
Mn/DOT Specification 3149A, Granular Borrow, except that 100%, by weight,
shall pass the 1" sieve~
24,000.3D CONSTRUCTION REQUIREMENTS:
24,OOO~3oA~ INSPECTION:
24)OOOo3..Al~ Of Materials at Factory: All materials, whether furnished by
the Owner or by the Contractor are subject, at the discretion of the Owner, to
inspection and approval at the plant of the manufacturer.
24,OOOo3oA2e Of Materials at Delivery Point: During the process of
unloading~ all pipe and accessor1.es shall be inspected by the Contractor for
loss or damage in transit. No shipment of material shall be accepted by the
Contractor until or unless notation of any lost or damaged material shall have
been made on the bill of lading by the agent of the carrier.
24,OOO.3~A3o Field Inspection: All p1pe and accessor1es shall be laid,
jointed, tested for defects and for infiltration in the manner herein speci-
fied as directed by the Engineer and subject to his approvalo
24,000 0 3oA4.. Disposition of Defective Material: All material found during
the progress or the work to have cracks, flaws or other defects will be re-
jected by the Engineer and the Contractor shall promptly remove from the site
of the \11ork such defective material.
24,OOOo3cBc CONTRACTOR1S RESPONSIBILITY FOR M~TERIAL:
24,OOOo3oBlc Responsibility for Material Furnished by Contractor: The Con-
tractor shall be responsible for all material furnished by him and he shall
replace at his own expense all such material that is found to be defective in
manufacture or that has become damaged after delivery by the manufacturer.
24,OOO.3.B2. Responsibility for Safe Storage: The Contractor shall be re-
sponsible for the safe storage of material furnished by or to him, and ac-
cepted by him, and intended for the work, until it has been incorporated in
the completed project~
24,OOO.3.Co HAl\TDLING PIPE &: ACCESSORIES: Pipe and other accessories shall,
unless otherwise directed, be unloaded at the point of delivery, hauled to and
distributed at the site of the project by the Contractor; they shall at all
times be handled with care to avoid damage.
24,OOO.3oDo ALIGNfIENT & GRADE & UNDERGROUND, SURFACE & OVERHEAD UTILITIES:
24,OOOo3oDl~ General: All p1pe shall be laid and maintained to the required
lines and grades; with tees, wyes, catch basins, special structures and man-
holes at the required locations; and with joints centered and spigots home 0
24,000-5
1/86-2924d
Copyright 1986
Bonestroo, Rosene, Anderlik
& Associates, Inc~
24,OOO.3oD2~ Existing Utilities: Existing water and sewer mains, and other
underground utilities, are ShOv..1T1 on the plans only by general location. The
Owner does not guarantee that the utilities are complete or that the locations
are as shovm on the plans, and the Contractor shall be solely responsible for
verifying the exact location of each of these utilities, "vi thou t additional
compensationo Prior to the start of any construction, the Contractor shall
notify all utility compan~es having utilities in the Project Area. The Con-
tractor shall have sole responsibility for providing temporary support and for
protecting and maintaining all existing utilities in the Project Area during
the entire period of construction, including but not limited to the period of
excavation, backfill and compaction. In carrying out this responsibility, the
Contractor shall exercise particular care, whenever gas mains or other utility
lines are crossed, to provide compacted backfill or other stable support for
such lines to prevent any detrimental displacement, rupture or other failureo
24,OOOo3.D3o Deviations Occasioned by Other Utility Structures: Wherever ex-
isting utility structures or branch connections leading to main sewers or to
main drains or other conduits, ducts, pipe or structures present obstructions
to the grade and alignment of the pl.pe, they shall be permanently supported,
removed, relocated, or reconstructed by the Contractor through cooperation
with the Owner of the utility, structure or obstruction involved. In those
instances where their relocation or reconstruction is impracticable, a devia-
tion from the grade will be ordered and the change shall be made in the manner
directed vli th extra compensation allo'Vled therefore at unit pr~ces, if appli-
cable.
24,OOOo3..D4. Deviation vli th Engineer's Consent: No deviation shall be made
from the required line or grade except with the vlritten consent of the Engi-
neer..
24,OOO.3oD5o Subsurface Exploration: It shall be the Contractor's responsi-
bility to determine and verify the location of existing pipes, valves or other
underground structures as necessary to progress with the work with no addi-
tional compensation allowed. The Engineer shall make all known records avail-
able. All knovm utilities are designated on the plan s in a general way as
stated in Section 24,OOOo3oD2.
24,OOOo3oD6o Overhead Utilities &. Obstructions: Overhead utilities, po les ,
etco, shall be protected against damage by the Contractor and if damaged by
the Contractor, shall be replaced by him. Should it become necessary during
the progress or the vJork to remove or reiocate existing poles, overhead utili-
ties and obstructions, the Owner shall cause the same to be done at no expense
to the Contractor unless otherwise provided for ~n the tlSpecial Provisions" or
"Specific Requirem,ent.. if It tv i 11 be the duty of the Contractor to visit the
site and make exact determination of the existence of any such facility prior
to the submission of his bid~
24 , 000 c 3 ., E 0 EXCA~J .A.TION & PREPARATION OF TRENCH:
24,OOOo3oElo Description: The trench shall be dug to the alignment and depth
show-n on the plans arld only so far in advance of pipe laying as Engineer shall
24,000-6
1/86-2924d
Copyright 1986
Bonestroo, Rosene, Anderlik
&: Associates, Inc.
specify. The trench shall be so braced (Section 24,OOO.3.Ell) and drained
that workmen may \..Jork safe ly and efficiently therein. All trenches shall be
excavated and/or sheeted and braced ~n accordance wi th applicable State Regu-
lations relating to industrial safety to a safe angle of repose. Such angle
of repose shall be no less than that required by the Accident Prevention Divi-
sion of the State Industrial Commission or the requ~rements of the Occupation-
al Safety and Health Act (OSHA) whichever is more restrictiveo
All surface t~l at er and ground water discharges shall be conducted to natural
drainage channels, drains or storm sewerso
24,OOOo3oE2o ~-l i d t h: The trench width at the top of the excavation may vary
vIi th and depend upon the depth of trench and the nature of the excavated mate-
rial encountered, but in any case shall be of ample width to permit the p~pe
to be laid and jointed properly and the backfill to be pI ac ed and compacted
properlyo The m i n i rn u..rn width of unsheeted trench shall be 18 inches and for
pl.pe 10 inches or larger at least one foot greater than the nominal diameter
of the pipe.. All trenches shall be excavated to conform to the State Indus-
trial Commission Safety requirements and applicable OSHA Standardso
24,OOOo3oE3.. Pipe B,edding: All sewer pipe shall be bedded for strength
~ · h the class of bedding specified in the Specific Re-
purposes l.n accordance \lcj1. t_
qu~rements, as detailed In the Standard Detail Plates, or as indicated on the
plans and/or proposal" ~,rn.ere no specific class of pipe bedding is listed, it
shall be understood to be Class C-l bedding. Side fills and the area over the
pipe to the depths indicated on the sewer bedding detail shall be filled with
natural trench material carefully compacted in place.
24 ,000 0 3 e E3 " 1 .0 Class C-l Bedding: l;?he r e Class C-l bedding ~s specified or
allowed \qi th existing materials, the trench shall have a bottom conforming to
the grade to '\vhich the pipe ~s to be laid" The pipe shall be laid upon sound
soil, cut true and even so that the barrel of the pipe ~vill have bearing over
at least 50 percent or the pipe width for its entire lengtho Bell holes shall
be excavated to insure that the pipe rests for its entire length upon the bot-
tom of the trench" When a uniform trench bottom cannot be formed as speci-
fied, Class C-2 bedding shall be usedo
The contractor may, at his opt~on, elect to use a Class C-2 bedding in lieu of
Class C-l bedding, without any additional compensation allowed therefore
24,OOOo3oE3,,2.. Class C-2 Bedding: l;inere Class C-2 bedding is specified or
allowed, the pipe shall be bedded on granular materials meeting 24,OOOo2.N
".c;'. ,'. The depth of bedding shall be one fourth of the outside
speC~L~ca'C~ons"
diameter of the plpe barrel, but not less than s~x inches ~n accordance with
the standard detail plateso
24,OOOo3.,E303o Class B Bedding: Where Class B bedding 1.S specified or
a 11 O\'1e d , the pipe shali be bedded on granular materials meeting 24~OOO.2.N.
specifications.. The depth of bedding shall be one fourth of the outside
diameter or the pipe barre 1) but not less than s~x inches, plus one half of
the outside d icl1ne ter or the p~pe barrel all in accordance with the standard
detail platec
2L,1. ,000-7
1/86-2924d
Copyright 1986
Bonestroo, Rosene, Anderlik
& Associates, Inc"
24,OOOo3..E3..4o Class A Bedding: Where Class A bedding ~s specified or
allowed, the plpe shall be bedded l.n the same manner as for Class C-l bedding
except that 2000 pSl concrete shall be placed around the pipe from the bottom
of the trench to a point one half the outside diameter of the pipe barrel
above the bottom or the trench all in accordance with the Standard Detail
Plateo
24,OOOo3..E3oS. PVC Pipe Bedding: All polyvinyl chloride Seyler pipe shall be
installed and bedded in accordance with ASTM specification n-2321, tl Recom-
mended Practice for Underground Installation of Flexible Thermoplastic Sewer
PipeH with granular materials meeting Specification 24,OOOo2.No used for all
PVC pipe bedding.. The granular materials shall be placed from a point 6" be-
low the bottom or the pipe to a point 12H above the top of the pipe~
Bedding requirements shall include mechanical compaction of sand and gr ave 1
material surrounding the pipe to at least ninety-five (95%) percent of maximum
density as described l.n ASTM Methods D698 to prevent deflection of the p1pe
cross-sectiono Payment for such bedding and compaction operations shall be
considered incidental to the installation of the sewer pipeo Where existing
soils are of non-granular nature, the Contractor shall furnish sand or gravel
material for pipe bedding as incidental to the cost of the pipeo
The Owner reserves the right to measure deflec tion of PVC sewer pipe 30 days
after placement of backfill material in the trench and at any time during the
warranty periodo Deflections gre,ater than five (5%) percent of the inside
pipe diameter sha 11 be considered failure or the bedding procedure and the
Contractor may be required to re-excavate the trench and provide additional
compaction along the side of the sevier p~pe with no additional compensation
for such vlork.. Deflection testing of PVC pipe shall be performed by the con-
tractor with no additional compensation allowed therefor.
24,OOO1l3..E4o Correcting Faulty Grade: Any part of the trench excavated below
grade shall be corrected with approved material thoroughly compacted without
additional compensation to the ContractoLo
24,OOO..3..E5.. Improved Pipe Foundation: ~fuen the bottom of the trench is soft
or where in the Op1.nlon of the Engineer unsatisfactory foundation conditions
exist, the Contractor shall excavate to a depth to insure proper founda-
tiono The excavation shall then be brought up to p1.pe grade with thoroughly
compacted granular materials meeting Specification 24,OOOo2.N. No payment
\v i 11 be made for rock i11stalled 'tvi thou t the knowledge or consent of the
Engineer · ~, 1 payment be made for rock installed only for dewatering
nor \~11. 1
purposes.. P ay-ment will be made for only the authorized granular foundation
material placed under the pipeo
It shall be the Contractor's responsibility to notify the Engineer of changing
soil conditions '/lh i eh may be of poor bearing capacity and 'Vlhen organic soils
are encountered.. vlhere utilities are placed on unstable soils without notifi-
cation of the Engineer, the Contractor shall be responsible for all repairs
and correction of the installation without further compensation.
24,000-8
1/86-2924d
Copyright 1986
Bonestroo, Rosene, Anderlik
& Associates, Inc.
24,OOO.3oE6e Pipe Clearance 1n Rock: Ledge rock, boulders and large stones
shall be removed to provide a clearance of at least 6 inches below the outside
barrel of the plpe and to a clear width of 6 inches on each side of all p1pe
and appurtenances for pipe 15 inches or less in diameter; for pipes larger
than IS inches, a clearance of 6 inches below and a clear width of 9 inches on
each side of outside diameter of pipe shall be provided. Adequate clearance
for properly jointing pipe laid In rock trenches shall be provided at bell
holesOl
24,OOO"3"E7,, Pipe B,.~dding in Rock: \'vThere rock is encountered, the space be-
tween the rock and the pipe surfaces shall be backfilled with granular materi-
als meeting specification 24,000" 2 oNQ and thoroughly tamped Cl The material
from the trench excavatlon, other than rock, boulders, peat, silt or other un-
acceptable material; shall be considered as suitable materialCl No additional
compensation for placing or tamping this material shall be allowed. However,
in the event that additional material must be hauled in, the hauling of the
suitable granular rnaterial for the pipe bed shall be paid for on a ~veight
basis only when ordered placed by the Engineer"
24,OOO.3oE8~ Solid Rock Excavation Defined: Solid rock excavation shall in-
clude such rocks as are not decomposed, weathered or shattered and \vhich vlil1
require blasting, barring, '[fledging or use of air tools for removal" Under
this classification shall be included the removal or any concrete or masonry
structures (except concrete pavement, curb, gutter and sidewalk) or boulders
exceeding one-half (1/2) cubic yard ~n volume that may be encountered in the
work.(t
24,OOOe3(tE9.. Blasting Procedure: Blasting rorexacavation vlill not proceed
until the Contractor has notified the Engineer of the necessity to do so, such
notification shall inrro manner relieve the Contractor of the hazards and lia-
bility contingent in blasting operationso The hours of blasting will be fixed
by the o-w-ner 0 Any damage caused by blasting shall be repaired by the Contrac-
tor at his expenseCl The Contractor's methods of procedure relative to blast-
ing shall conform to local and state laws and municipal ordinances;
24,OOOo3ltE10" Bell Holes Required: Bell holes of ample dimensions shall be
dug in trenches at each joint to permit the jointing to be made properly~
24,000 0 3 ltE 11 0 Braced & Sheeted Trenches: The Contrac tor shall adequately
brace and sheet excavations wherever necessary to prevent cav1ng or damage to
nearby property~ The east or this temporary sheeting and bracing, unless pro-
vided for otherwise, shall be considered as part of the excavation costs with-
out additional compensat~on to the Contractor" Trench sheeting or bracing
shall rema1n in place until the pipe has been laid, tested for defects and re-
paired if necessary, and the earth around it compacted to a depth of one foot
over the top of the pipe"
Sheeting,brac1.ng) etc. placed in the Hpipe zonell (that part of the trench be-
lo"\v a distance of one foot above the top of the pipe) shall not be removed
without the \r,1rl.'C-cen permission or '\.;rritten order of the Engineer" Sheeting
ordered left in place by the Engineer shall be paid for at the unit price bid.
24,000-9
1/86-2924d
Copyright 1986
Bonestroo, Rosene] Anderlik
& Associatess inc~
The Contractor may also leave ~n place, at his own expense, any sheeting or
bracing in addition to that ordered left in place by the Engineer necessary to
prevent 1nJury or damage to persons, corporations, or property, whether public
or private, for \vhich the Contractor under the terms of this contract ~s
liable..
24,OOOo3oE12~ f~ian.ne r or Piling Excavated Material: All excavated material
shall be piled ~n a manner tha t \~i 11 not erldanger the vlork and that will avoid
obstructing sidevlalks and dri\leways" Gutters shall be kept clear or other
satisfactory provisions made for street drainage..
24,OOO..3.E13.. fviaintenance or Traffic: \~hen traffic cannot be diverted, it
will be permitted to use the high!;'Jay at: all times.. the Contractor shall at
his own expense erect and maintain warning s~gns and warning barricades. The
Contractor shall at his O'\.ffi expense, place and maintain acceptable warning
lights and barricades to protect persons tram injury and to avoid property
damage..
At all dangerous . . bypasses, and intercepting roads, the Contrac-
l.ntersectlons:;
tor shall at his o '\;In expense furnish, erect and ma~ntaln such ~'"arning barri-
cades as are necessary and required by the Engineer, and he shall place and
maintain acceptable warning lights at each.. It shall be the Contractor's re-
sponsibility to check and insnect all lights and barricades at all times in-
cluding Sundays and Holidays~ He shall ma:Lnta~n the streets ~n a passable
condition, shall conduct his vlork so as to create a minimum amount of l.ncon-
venience to traffic and shall furnish not less than t\vO flagmen at each loca-
tion v7here loading or depositing of material requ~res the turning of the
trucl<s on any state high~vay or iimain streetH and ttlhe r e the operation of con-
struction equ~pment endangers traffic.. T,emporary suspension or 'V]ork does not
relieve the Contractor of the responsibility outlined in the above require-
mentso
24,OOOo3..E14~ Property Protection,: Trees, fences, poles and all other prop-
erty shall be protected unless their removal is authorized; and any property
damaged shall be satisfactorily restored by the Contractor, or adequate
compensation therefor shall be the respollsibility of the Contractor. ~fuere
tree trimming ~s required, all cut surfaces one inch or more in diameter shall
be covered with a coat of asphalt paint..
24,OOO..3..E15.. Interruption of \Ai a te r Service: No valve or other control on
the existing system shall be operated for any purpose by the Contractor with-
out approval of the Engineer and all consumers affected by such operation
shall be notified by the Contractor at least an hour before the operation and
advised or the probable time when service will be restored~
24,OOO..3..E16.. Tunneling, Jacking or Excavation Other Than Open Trench: Where
p~pe cannot be placed by open trench excavation, the method for placing and
payment thereof shall be stated in the nSpecific Requirements"..
24,000-10
1 /86-292L~d
Copyright 1986
Bonestroo, Rosene, Anderlik
& Associates~ Ine c
24,OOO"3,,E17a Manner of Handling Pipe & Accessories Into Trench: Proper im-
plements, tools and facilities satisfactory to the Engineer shall be provided
and used by the Contractor for the safe and convenient prosecution of the worko
24,OOO..3.E18.. Pipe Kept Clean: All foreign matter or dirt shall be removed
from the inside "of the pipe before it is lowered into its position in the
trench, and it shall be lcept clean by approved means during and after laying.
All matter entering the pipe shall be removed by the Contractor prior to ac-
ceptance with no additional compensation allowed.
24,OOOo3.E19" Laying the Pipe: The sp~got shall be lubricated, centered in
the be 11, the pipe shoved l.nto pos~t~on and brought into true alignment; it
shall be secured t'here vli th earth carefully tamped under and on each side of
it, excepting at the bell holes.. Care shall be taken to prevent dirt from en-
tering the joint space..
24,OOOo3.E20.. Preventing Trench Water From Entering Pipe: All openings along
the line of se\~er shall be securely closed, and at the suspension or work at
any time, suitable stoppers shall be placed to preven t vlater, earth or other
substances from entering the sewer..
24,OOOo3oE21.. Bell Ends to Face Direction of Laying: Pipe laying shall pro-
ceed upgrade with spigot ends pointing in the direction of flow.
24,OOO..3..E22.. Railroad & Highway Crossing: When any railroad or highway is
crossed; all precautionary construction measures required by the railroad or
highway shall be fa 11 o\~led <> Railroad or highway crossings shall be paid for as
jacking or tunneling and construction and permit requirements shall be as
stated in the HSpecific Requirements"..
24,OOOo3oE23o Unsuitable conditions for Laying Pipe: No pipe shall be laid
in water or when the trench conditions are unsuitable for such work.
24,OOOo3oE24o Jointing: Joints for vitrified clay and concrete p~pe shall be
made by vliping the joints clean, applying the manufacturer's recommended
lubricant compound over the entire joint surface and then inserting the spigot
end l.nto the bell vIi th sifficient force to properly seat the pipes" Joints
for polyvinyl chloride pipe shall be made by the use of a solvent cement or
pushon rubber gasketsg All jointing procedure shall be in accordance with the
recommendations of the pipe manufacturer..
After joints are made; any superfluous material in,side the pipe shall be re-
moved by means of an approved follovler or scraper.. All joints must be water-
tight, and any leaks or defects discovered must be immediately repaired.. Any
pipe which has been disturbed after being laid must be taken up, the joint
1 1 d "l" -d directed by the Engineer 0
ceanea an properlY rela1 as
Joints connectin.g cast iron pipe with concrete or clay pipes shall be made
with a concrete collar completely surrounding the joint or approved adapter~
2~., 000-11
1/86-2924d
Copyright 1986
Bonestroo, Rosene, .A_nderlik
& Associates, Ine..
Where a se't~ler l~ne outlets to grade or where the line 1.8 terminated with a
flared end section, the Contractor shall fasten at least the last three (3)
joints together by the use of HU" bolt fasteners approved and as recommended
by the pipe manufacturers~
24,000.4" SERVICE CONNECTIONS:
24,OOO"4oA,, ~ryE BR-A.NCHES: Extra strength wye branches shall be placed at the
locations directed by the Engineer. The wye branch shall be placed so that
the wye 1.5 located at approximately a 450 angl'2 from horizontal" Vitrified or
other suitable plugs shall be provided for tl1e open1.ngs. Plugs shall be in-
stalled with Atlastic 77, Sonolastic Sealant or equal joint material or shall
be specifically designed for the opening to be plugged..
24JOOO..4oB" RISERS: Standard 'Yleight cast iron soil p~pe shall be used as
risers to extend service connections to a point vlithin 10 feet of the street
grade or as directed" Risers shall be installed in accordance with the stan-
dard service riser detail plate" Care shall be taken in backfilling so as not
to damage the r~ser installation" Suitable plugs shall be provided for the
openings, properly sealed..
24,OOOf>4..C" RECORDS t'v LOCATION OF SERVICE CONNECTIONS: It shall be the duty
of the Contractor ~to keep an accurate record of s,ervice connections:; as to lo-
cation, depth to top of r1.ser, type of connection provided, etc" Location
shall be made in respect to nearest manhole center, dO'Vlngrade from the ser-
vice.. This record shall be turned over to the Engineer at the end of each
weeko
24,OOO,,4oDo SIZES OF SERVICE CONNECTION: Size of serv~ces to ,,'ye branches
shall be 4 inches 0"---- as o t h'e r't<~Ji s e stated in the !iSpecific Requirements" or
t..
"Proposal"u
24,000"5,, r1ANHOLES:
24,OOO..5oA" EXCAVATION: Excavation shall be to a depth and s~ze to provide
for construction of the manhole as shown in detail on the plans 0
24,OOOo5oB~ CONCRETE BASE: Concrete base for manhole construction shall be
of size and depth as shown on the plans I> Concrete used for this purpose shall
consist of one part Portland cement, two parts of clean sharp sand and four
parts or graded coarse aggregate.. r1aterial used for this purpose shall be
subject to the approval of the Engineer" Base shall be poured on undisturbed
earth pr1.or to setting the precast manhole sections" Precast concrete manhole
bases shall be considered equal.
24,OOOa5~Ca W.A..LLS : 1:1ater i al to be used ~n the vlalls of manholes shall be as
specified ~n Section 24,00002" All external surfaces of concrete block man-
holes if permitted shall be plastered with a 1/2 inch coat of Portland cement
mortar.. t10rt ar shall contain one part of cement to three parts of suitable
24,000-12
1/86-2924d
Copyright i986
Bonestroo, Rosene, Anderlik
& Associates, Inc"
plaster sand. Lime or mortar mix shall be used in amount necessary to make a
suitable mixture for plastering purposes, but not to exceed 15% by volume of
cement. Mortar used for laying concrete block shall consist of one part Port-
land cement to two parts of sand to which lime or mortar mix may be added not
to exceed fifteen percent (15%) by volume of cement.
24,OOO.5.D~ ~~NHOLE STEPS: Manhole steps shall be of the type as specified
in Section 24,OOOIl2"j" Spacing shall be as shown on the detailed manhole
plans, but not greater than 16 inches in vertical alignment.
24,OOO.S.Eo PLACING riANHOLE RINGS & COVERS: The frame or ring ca'sting shall
be set to the designation elevation in a full mortar bed.
24,000 050 F II DROP MAr\THOLE INLETS: Encased drop inlets shall be constructed as
required on the plans and in accordance with the standard Drop Inlet Detail
Plate.
24,000060 BACKFILLING, CLEANING UP & MAINTAINING SURFACES:
24,OOO~60A~ BACKFILLING PROCEDURE AT PIPE ZONE: All trenches and excavations
shall be backfilled immediately after p:Lpe 18 laid therein~ For backfill up
to a level of one foot over the top of the p1pe, only selected materials free
from rock, boulders, debris or other high void content substances, shall be
used!t The backfilling shall be placed completely under the p~pe haunches in
uniform layers not exceeding 4 inches in deptho Each layer shall be placed,
then carefully and uniformly tamped to eliminate the possibility of lateral
displacement and to provide uniform support completely under the pipe hauncheso
The backfill material shall be moistened if necessary, tamped in 4 inch layers
and thoroughly compacted under and on each side of the pipe to provide solid
backing against the external surface of the pipeo
The installation and backfilling of polyvinyl chloride pipe shall be 10 accor-
dance i;lith l\dSoT~f.-lo D-2321 vj~th special attention given to compacting the
backfill material around the pipe to at least 95 percent of maximum density to
a distance of one foot above the top of the pipeo
24 ,000 0 6 . B 1I BACKFILL PROCEDURE ABOVE PIPE ZONE: (Type if a 11) Procedure where
settlement is allowableo Succeeding layers of backfill may contain coarser
materials and shall be free from pieces of rock, concrete or clay lump more
than one cubic foot in volume~ roots, stumps, tin cans, rubbish, frozen mate-
rials and oth,er similar articles whose presence in the backfill would cause
excessive settlemento This type of backfilling may be accomplished above the
pipe zone by any mechanical means or otherwise, at the option of the Contrac-
toro Surface shall be maintained in passable condition for traffic until date
of final inspection. Backfilling under exposed existing utilities shall be
compacted to prevent settlement and any future displacement~
24,000-13
1/86-2924d
Copyright 1986
Bonestroo, Rosene, Anderlik
& Associates, Ineo
24,OOOo6oCo BACKFILL PROCEDURE ABOVE PIPE ZONE: (Type 1!b1i) Succeeding layers
of baclcfi 11 may contain coarser materials and shall be free from pieces of
rock, concrete or clay lump more than one cubic foot in volume, roots, stumps,
tin cans, rubbish} frozen materials and other similar articles whose presence
in the backfill ~7ould cause excess~ve settlement 0 This type of backfilling
may be compacted by puddling with hose and long pipe nozzle or by flooding the
trench;j as the backfilling 1.8 accomplished above the pipe zone by any mechani-
cal means or otherT;7i se at the option or the Contractoro It is important that
proper precautions be taken to prevent flooding of the pipe when flooding the
trench, and the Contractor shall be \y.ho lly responsible for neglec t of these
precautionSll
24,OOOo6oD~ PROCEDURE v:1HERE NO SETTLEMENT IS ALLO\tJABLE: (Type "CH) Succeed-
ing layers of backfill may contain coarser materials and shall be free from
pieces or rock, concrete or clay lump more than one cubic foot ~n volume,
roots, stumps, tin cans, rubbish, frozen materials and other similar articles
vlhose presence 1.n the backfill would cause excessive settlement l> This type of
backfilling shall be placed in uniform layers, be fore compaction, of approxi-
mately 6 inches, tamped by mechanical means to the density specified in the
Specific Requirementsl>
24,OOO..6..E.. PROCEDURE wHERE NO SETTLElyiENT IS ALLOvlABLE: (Type lldtl) Succeed-
ing layers of backfill shall be made of selected materials me,eting requlre-
ments as sot- forth in the uSpecific Requirements.11 This type of backfilling
..... '-
shall be placed 1n uni form layers, before compaction, of approximately 6
inches, tamped by mechanical means to the density specified in the Specific
Requirements"
24,OOOo6e>F.. DENSITY TESTS: Density tests will be per formed by an approved
soils testing firm at var~ous locations and depths throughout the project as
directed by the Engineer.. The Contractor shall cooperate fully and provide
assistance as necessary to complete these tests with no additional compensa-
tion being made to the Contractor~
All testing costs pel~taining to passing tests shall be paid for by the ~lner.
All testing costs pertaining to failing tests will be charged to and paid for
by the contractore>
Where areas have not been compacted sufficiently to meet specific density re-
quirements, these areas shall be excavated and recompacted until the density
requirements are met; All cost for the \~lork associated ~7i th recompaction
shall be the Contractor's sole responsibility~
24,OOO~6..G.. DEFICIENCY OF BACKFILL~ BY 1;mOr-i SUPPLIED: Any deficiency ~n the
quantity of material for backfilling the trenches, or for filling depressions
caused by settlement;: shall be supplied by the Contractor with no extra com-
pensation allovled" Any settlement which occurs shall be refilled by the Con-
tractor.. Material shall be provided at the Contractor's expense and the mate-
rial shall be approved by the Engineer~
24,000-14
1/86-2924d
Copyright 1986
Bonestroo, Rosene, p-,-nderlik
& Associates, Inc~
24,OOOo6oHe DISPOSF~ OF EXCESS HATERIALS AND DEBRIS: Unless otherwise speci-
fied, excavated material either not suitable or not required for fill material
shall be disposed of by the Contractor outside of the right-af-way at his ex-
pense in any manner he may elect subject to the provisions of the following
paragraph 0
Before dumping such materials or debris on a private or public land, the Con-
tractor must obtain from the Owner of such land written permission for such
dumping and a wa~ver of all claims against the Owner for any damage to such
land which may result therefrom together with all permits required by law for
such dumping '0 A copy or such permission, vJaiv,er of claims and permit shall be
filed with the Engineer before said disposal is made..
24,0000601., RESTORATION OF SURFACE: All surfaces disturbed during the con-
struction period~ whether caused by actual excavation, deposition of excavated
material) or by the construction equipment, shall be returned to its original
conditions or bettero Exceptions to the above, if any, or special instruc-
tions pertaining to any particular section of the project will be outlined in
the11Special Provisions.. if
24,OOO06oJe> CLEANING UP: Surplus pipe line material, tools and temporary
structures shall be removed by the Contractor, and all dirt, rubbish, caused
by his operat~ons and excess earth from excavations shall be hauled toa dump
provided by the Contractor and the construction site shall be left to the sat-
isfaction of the Engineer~
Clean up and rescora'C1.on shall include the replacement and restoration of all
street s~gns, mailboxes5 posts, fences and similar items disturbed by the con-
struction described herein" Unless otherwise noted in the Special Provisions
or Propos al all items of clean-up and restorations shall be considered inci-
dental to the contract with no additional compensation allowedo
24,000070 TESTING PIPE LINES
24,OOO..79A~ INFIL TP'\-A.TION IN SE"VlERS : Upon completion of the sewer construc-
tion, leakage tests shall be made to determine the amount of ground vlater in-
filtration into the se-vrer So Measurements will be made by means of 900 V-notch
weirs placed in the lineso l1easurements shall be taken at all points where,
in the opinion of the Engineer, the f 1 Ovl of water in the sewers is greater
than the maximum a llovlab Ie leakagee> Tests may be taken be t'tveen individual
manholes and the infiltration in any given line shall not exceed the specified
maximum allowable rate..
The maximum allo~qab Ie rate or leakage shall not exceed 100 gallons per mi Ie
per inch diameter of pipe per day~
The Contractor shall furnish the '\t7eirs and other material and the labor for
placing the vle i 1:'S J..il the sewers and shall assist the Engineer in making the
measurements 0 The Contractor shall recelve no additional compensation for
making the leakage tests or corrective work necessary to reduce leakage below
the maximum allowed by the specificationse>
24,000-15
1/86-2924d
Copyright 1986
Bonestroo: Rosene, Anderlik
{; Associates, Inco
24,OOO"SQ METHOD OF IJIEASURE11ENT:
24,OOO..8"A.. TRENCH EXCp;.VATION: Trench excava t ion \;li 11 be measured in linear
~~...:.; --
feet of trench accordioe to the zone classifications specified as fo 110v18 :
From 0; to 0 8 to "1 (j a"rid t "\plO foot increments thereafter, vlhich
0
are based on 1: 11 e 1:I-"lf2 r~e rl:C 11 .~t 0 the designated grade of the pipe
1nvert" No deduc ion ~4 1'1 vJill be 111ade for rock encountered in the trench
above the d,es t:.e:G
Measurement ,\-Jl 1 be ill :8.. ~Ci .e a the centerline ot the se\4er and from center to
center of all manholes ch basins or junction fittings~
24,OOO"8,,B:> SOLID 1t solid rock 1.8 encounter,ed ~n the
trench, such rock c TIl.e d. S 1.1 r.e:Q V01UTIle in cubic yards and
shall be measured frorn tne top ot the rock to a pOint 51-X inches be 10v7 the
outside barrel or iDe aLL Ci t\:Je l"ve lnC!'les from each side of inside diameter of
pipe" The n1~n lrnum rl:"enc f1 \/] i d t 11 ot tl1:-e solid rock excavation shall be 36
inches~ For Tne.asurem.ent purposes volume \:7 i 11 be computed based on vertical
walls for the "/lid .s.pe.c J_ t 1-.2 above~
24 ,000 .(: 8" C " Sewer p 1. p'2 or each diameter and
classification 'iJi t h :2.8 ted pipe bedding - 1 "l be
vI 1. .l. .1.
measured separat'e l\<leasu rement will be made along
the centerline or t r (illl center co center or all man.ho les , catch
basins or junct
Where bends; T 0 :C;; end see: ~t loons o"t"her special shapes are in-
stalled, the replaced these structures shall be deducted
from the or rnanho 1e to center of manhole for pay pur-
poses" The sDecia 1 be paid ror as separate bid items 0
24,OOOl>8"Do anct te,e branches or each diameter and
1 -f- · led will be measured as a unit~
c assl. l.catl.on
24,OOOQ8"Eo SERVICE RISER PIPE: Se1;tler p:Lpe used for service r~sers of each
1..x.O;:"~':""=-*---"""""--;;"'~;-~-
diameter and classifica ion furnished arid ins ta lied \tli 11 be measured separate-
ly by vertical l;ength 1.11 1 irlear feet from the centerline of the se'\tler to the
top of the last riser see l:OI1.~
24,OOOe8cF~ lilanho les vrill be measured by depth of the
structure rram t:op 0 f the cover lri 1 - fee t,
J...~near
based on the lnee-ro
24s000c8oG~ C 01\{ :8 T rt"U C ~[. I L~':{.G CATCH Bp:.S INS: Catch basins \cli 11 be 'measured by the
number of ca , Slze; and depth according to the
plans.,
24, ,OOO<~'.16
1/86-2924d
Copyright 1986
Bonestroo, Rosene) ~ 0: "'1-
illz
& Associates lHe .~
24,OOO,8QH~ I'MPROVED PIPE FOUNDATION: Granular materials placed for
improving pipe foundation below the specified pipe bedding shall be measured
by the lineal foot of pipe placed wi th improved foundation in six inch depth
increments of granular material placed, As an example, if two feet of
granular material is required for improved pl.pe foundation under a 12" pipe
installed with C-2 bedding; s~x inches or material is required for Class C-2
bedding and improved p~pe foundation shall be measured as three lineal feet,
six inches deep\>
24,00008.Jo DROP IN"LETS : Drop inlets will be measured by depth from the low-
est invert of the manhole to the invert of the pipe being served by the drop
inleto
24,OOOo8oK. SPECIAL STRUCTURES & APPURTENANCES: Methods of measurement for
special structures and appurtenances not included above shall be as stated in
the "Special Provis ions, HtiSpeci fic Requirements, $I and "Proposale> Vi
24,000090 BASIS OF PAYh~NT:
24,OOOo9~a~ TRENCH EXCAVft...TION & BACKFILL: Regardless of the 't'lidth excavated,
sewer pipe furnished and installed \Jli th bedding will be paid for at the
Contract Unit Price per linear foot or pipe falling within each of the
following depth zones as measured from the profile grade:
From 0; to 8:, from gi to 10 1 :: and two foot increments thereafter.
Excavation and backfilling of trench and associated pipe bedding shall be
included in the price of sewer pipe furnished and installed~
24s00009,,B. SOLID ROCK EXCAVATION: Solid rock excavation will be paid for at
the Contract Unit Price per cubic yard.
24,OOOo90C. S E'f,ffi R PIPE ~~ITH BEDDING IN PLACE: Sewer pipe in each diameter
and classification furnished and installed will be paid for at the Contract
Price per linear root v7h i c h shall include payment for trench excavation and
backfilling and associated pipe beddingo
24,OOO090Do DUCTILE IRON PIPE: Ductile iron pipe VIi 11 be paid for at the
Contract Unit Price per linear foot ror each type and diameter of p~pe fur-
nished which shall include payment for trench excavation and backfillo
24,OOOo9~E" wYE BtLA.NCHE S : Wye branches will be paid for at the Contract Unit
Price for each unit furnished and installed of the size specified on trle Pra-
po s a 10
24,OOO09oF, SERVICE RISER PIPE: Service riser pipe vJil1 be paid for at the
Contract Unit Price per linear foot for the vertical distance from the center-
line of the s e'\,ve r to the top of riser~ Concrete reinforcement or the ma~n
sewer and riser pipe as described in Section 24,OOOo4~B~ shall be considered
as incidental and will not constitute a pay item~
24;lOOO~17
1/86-2924d
Copyright 1986
Bonestroo, Rosene, Anderlik
& Associates, Tne"
24,OOO.9.GIl CONSTRUCTING MA.t'ffiOLES TO DEPTH OF EIGHT FEET: Constructing of
manholes to a depth of eight (8) feet will be paid for at the Contract Unit
Price per manhole which shall include furnishing and placing the manhole frame
and cover.. This s,ection also applies to all catch basin manholes and catch
basinso
24,000090 Ho CONSTRUCTING r1..4.NHOLES TO A DEPTH GREATER THAN EIGHT FEET: Con-
structing of manholes to a depth greater than eight (8) feet will be paid for
at the Contract Unit Price per manhole plus the unit price per linear foot for
each foot of depth that is greater than eight feet.. This section also applies
to all catch basin manholes and catch basins.
24,000..9010 CONSTRUCTING CP~TCH BASI~TS: Constructing catch basins as shown on
the plans \.vill be paid for at the Contract Unit Price per catch basin which
shall include furnishing and placing the catch basin frame and gratingo
24,0000 90J e lfiiPROVED PIPE FOUNDATION: Authorized granular materials for
improving pipe foundation in place shall be paid for at the Contract Unit
Price for each six inch layer placed below pipe bedding..
24,OOOc90KQ SAND CUSHION: Granular material for a sand cushion in place in
rock excavation shall be paid for at the Contract Unit Price per tono
24,0000901. DROP INLET PIPE: Drop inlets in place shall be paid for at the
Contract Unit Price per linear foot which shall be payment in full for the ex-
tended manhole base, encasement, drop pipe, cast iron tee, cast iron pipe and
concrete collar 0 Pay-ment shall be made for sewer pipe from center to center
of all manholes as per Section 24s00008;>C~ when cast iron pipe is extended for
drop inletse
24,OOO..9oMo SPECIAL STRUCTURES & APPURTENANCES: Basis of payment for special
structures and apput,enances not included above shall be stated in the "Special
Provisions," HSpecific Requirement,H and HProposaloll
24,000-18
1/86--2924d
Copyright 1986
Bonestroo, Rosene; Anderlik
& Associates, Inco
CONDITIONS OF THE CONTILA.CT
I N D E X
Page No G
SECTION 1 ~ DEFINITIONS 1 ~
SECTION 2 - BIDDING REQUIREMENTS ) "
SECTION 3 ~ AWARD AND EXECUTION OF CONT~ACT~ PROGRESS
M~D COMPLETION OF WORK 7 ~
SECTION 4 - CONTP,-4.CT DOCU~{ENTS: INTENT AND REUSE a
J <i
SECTION 5 ~ AVAILABILITY OF LANDS; PHYSICAL CONDITIONS;
REFERENCE POINTS 1 1,
SECTIOr-T 6 ~ INSUR..A.NCE Al\IDBONDS, LEGAL RESPONSIBILITY AND SAFETY "1 ......
15"
SECTION 7 ~ ENGINEER-OWN~R-CONTP~~CTOR RELATIONS, ARBITR~TION
~~ INDE~~TIFICATION ] 0
.l.O~
SECTION' 8 - ~~TERIALS, EQUIPrffiNTj INSPECTION AND WORID~.NSHIP 25"
SECTION 9 - [vlEASUREl1ENT ~ PFJ.YMENT AND PF..OJECT ACCEPTANCE 34 ..~
SECTION 10 ~ CHANGES IN THE WOIDZ 39"
SECTION 11 - CFANGES OF CONTRACT PRICE AND CONTRACT TIME Lo;.I ~
SECTION 12 - SUSPENSION OF WORK AND TEFJ~lINATION 4S
SECTION 13 - r1ISCELLAl\TEOUS 47~
FORI''',! OF AGREEr-1ENT
PERFORrvfp.;\.NCE BOND
LABOR AND PA~~tMENT BOND
- I -
1/85 =- 850Sb
Copyright 1985
Bonestroo, Rosene) Anderlik
& Associates, Inc~
TABLE OF CONTENTS
CONDITIONS OF THE CONTR.4.CT
SECTION 1 - DEFINITIONS
l~l ACTS OF GOD
1 ~ 2 ADDEl\J1)A
1. 3 AGREEtfS"NT
1~4 BID SECURITY
1~5 BIDDER
1 .~ 6 CONTRACT
1 " 7 CONTRi\CT DOCUHENTS
1~8 CONTRACT PRICE
1. " 9 CO:NTR-ACTOH
1.10 CHANGE ORDER
l~ll DAY
1,,12 DEFECTIVE
1 .~ 13 DRi\JiI NGS
1 .~ 14 'ENGINEEB.
1~15 FIELD ORDER
1 ;; 16 lTINAL COrifPLETION
1~17 MODIFICATION
1~18 NOTICE OF AWARD
~19 NOTICE TO PROCEED
. 20 Ohf1\fER
1" 21 PERF'OR}L4NCE AND PAYl'fENT BONDS
1~22 PROJECT
1~23 PROPOSAL
1~24 RESIDENT PROJECT REPRESENTATIVE
1~25 SHOP DRAWINGS
1026 SPECIFICATIONS
1,,27 SUBCONTRACTOR.
1~28 SUBSTANTIAL COMPLETION
1~29 SURE1"Y
J.,. 30 \<JRITTEN NOTICE
1 ~ 31 vJ 0 RI(
- 1 .-
G-S376c
TABLE OF CONTENTS (CONTln)
SECTION 2 - BIDDING REQUIREMENTS
2el PROPOSAL FORMS
202 INTERPRETATION OF QUANTITY ESTIMATES
203 EXAMINATION OF PLANS 3 SPECIFICATIONS AND WORK SITE
2~4 ADDENDA
2~5 PREPARATION OF BID
200 RESERVATIONS AND/OR EXCEPTIONS
2.~7 BID SECURITY
2~8 DELIVERY OF PROPOSAL
2:9 OPENING OF PROPOSALS
2010 EVALUATION OF PROPOSALS
2ell CERTIFICEtTION OF INDEPENDENT PRICE DETERl~fINP~TION
SECTION 3 - "-4J4ARD AND EXECUTION OF CONTRACT 5 PH.OGRESS & COlvlPLETION OF \,fORK
3~1 p~i!JARD OF CONTRACT
3~2 EXECUTION OF AGREEr'illNT
3~3 FAILURE TO EXECUTE AGREEMENT
3~4 RETURN OF BID SECURITY
3,,5 NOTICE TO PROCEED
3..6 COl~TRACT TII1E
347 SCHEDULE OF COMPLETION
3..8 COt'fPUTATION OF TI11~
309 LIQUIDATED DA}l4GES
SECTION 4. -~ CONTP~CT DOCUMENTS: INTENT A1JD REUSE
L ~ INTENT OF CONTRACT DOCU}iENTS
,~ 1
4~2 ORDER OF PRECEDENCE
t+.. 3 DISCREPANCIES
L} 4 ADDITIONAL INSTRUCTIONS
405 DRAWINGS AND SPECIFICATIONS AT JOB SITE
L~ <> (-) O\4JNERSHIP OF' DRA~vINGS AND SPECIFICATIONS p.l-NDREUSE
Lt.. 7 D It/fENS IOI:'~.S
- 2 -
G-~ 53 76c
TABLE OF CONTENTS CCONT1D)
SECTION 5 - A\lAILABILITY OF LANDS; PHYSICAL CONDITIONS; :REFERENCE POINTS
5 ~ AVAILABILITY OF LANDS
.5 ~ 2. PH I11AT'E PROPERTY
:; '), SlJHVEYS
_ 0>-'
5~4 UTILITIES
5~5 INVESTIGATIONS
5~6 UNFORESEEN PH,YSIC.A.L CONDITIONS
SECTION 6 _. INSURA1>1CE AND BONDS) LEGAL RESPONSIBILITY AND PUBLIC SAFETY
6.1 INSURP:.NCE
6~2 PERFORMANCE AND OTHER BONDS
6.3 PATENTS~ FEES AND ROYALTIES
6 "L;. PERMITS AND LICENSES
6,~ 5 LAwS) REGULATIONS AND SAFETY
6~6 \'lARNING SIGNS AI\fD BARH.ICADES
SECTION 7 .- ENGINEEH'''~O\vl'JER-CONTRACTOR RELATIONS;; AH.BITPJ-iTION & INDElvfNIFICATION
7 " 1 ENGINEER 1 S STATUS Al'IDAUTHORITY
7.2 CONTRACTORiS RESPONSIBILITY
7G3 OT>TNER is RESPONSIBILITY
7 e 4 ASSIGN1':1ENT OF CONTRACT
7GS RIGHTS OF VARIOUS INTERESTS
7,,6 SEPARATE CONTRACTS
707 8UHCONTRA.CTS
; 0 ORl~.L AGREEl'lENTS
i " 0
7~9 NON-DISCRIMINATION IN EMPLOYI1ENT
7~lO DECISIONS 01~ DISAGR.EElvfENTS
7 ~ 11 AHBITRATION
7,,12 IrffiE}fNIFICATION
w_ 3 -
G-.5376c
TABLE OF CONTENTS CCONT'D)
SECTION 8 - MATERIALS, EQUIP~ffiNT, INSPECTION AND \~ORI{}i..4NSHIP
8., 1 ['-.lATERIALS AND EQUIP1vfENT FURNISHED BY CONTR..4.CTOR
8 ') EQUIVALENT [~1ATERIALS AND EQUIPtfENT
o ''': l-TATERIALS FURNISHED BY O\'lNER
O~.J
Q /; STORAGE OF MATERIALS
\.,.; ","-r-
8~5 SA1vfPLE S
K .<'" FURNISHING OF PRODUCT DATA
,; I>> 0
8~7 QUALITY OF EQUIPMENT AND MATERIALS
8,,8 SHOP DRA\^lINGS
o 0 ACCESS TO AND OBSERVATION OF WORK
o .~ .'
8,,10 TESTS AND INSPECTIONS
8~11 UNCOVEBING THE WORK
8~12 CUTTING AND PATCHING
8~13 \,JARHANTY A1ID GUARA1\fTEE
B~14 CORRECTION PERIOD
8~15 CORREC',frON 01:< RE1'-10VAL OF DEFECTIVE ~\TORK
8-.16 ACCEPTANCE OF DEFECTIVE WORK
8~17 O,\{NER 1\i"A-l STOP ~"lORK
8~18 O~AINER r.fAY CORRECT DEFECTIVE \^JORK
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TABLE OF CONTENTS (CONT'n)
SECTION 9 - MEASUREMENT, PAYMENT AND PROJECT ACCEPTANCE
9~1 DETAILED BREAKDO\~rN OF CONTRACT A}fOUNT
9~2 REQUEST FOR PAYMENT
9~3 ENGINEERiS ACTION ON A REQUEST FOR PAYMENT
904 O\-vNER f S ACTION ON AN APPROVED REQUEST FOR PAYHENT
9,5 OT.H,-JER I S RIGHT TO ~yITHHOLD PAY}iENT
9..6 CONTFACTOR is 1,IARRANTY OF TITLE
907 SUBSTANTIAL COMPLETION
908 PARTIAL UTILIZATION
9.9 FINAL INSPECTION
9410 FINAL APPLICATION FOR PAYHENT
9.11 FINAL PAYM~NT AND ACCEPTANCE
9~12 CONTRACTORiS CONTINUING OBLIGATION
9413 \\TAIVER OF CLA.II'-lS
SECTION 10 - CHANGES IN THE WORK
10.1 CHANGE ORDERS
lO~2 FIELD ORDERS
1003 UNAUTHORIZED WORK
lO~4 ENG INEER RECO~1}fE1'-TDA TIONS
1005 NOTICE OF CHANGE TO SURETY
10,6 CLAIMS FOR ADDITIONAL COSTS
10.7 \:]ORK DURING AN El1ERGENCY
SECTION 11 - CHANGE OF CONTRACT PRICE AND CONTRACT TIME
11 e 1 CONTRACT PRICE
11 0 2 CHANGE IN CONT~4CT PRICE
11~3 BASIS OF CH,ANGE
11~4 CHANGE OF CONTRACT TIlvfE
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TABLE OF CONTENTS (CONT'D)
SECTION 12 - SUSPENSION OF WORK AND TERMINATION
1~~1 OwNER MAY SUSPEND WORK
12..2 OwNER MAY TERMINATE
11..3 CONVENIENCE TER}fINATION BY THE OWNER
12~4 CONTRACTOR MAY STOP WORK OR TERMINATE
SECTION 13 - MISCELLANEOUS
13~i LIMITATION OF LIABILITY
13.2 REtifED IE S
13..3 PUBLIC CONVENIENCE
13~4 CROSSING UTILITIES, ETG..
13..5 SANITARY PROVISIONS
13~6 PRESERVATION OF HISTORICAL OBJECTS
13..7 USE OF PRETviISES
FORtvf OF AGREE~fENT
PERFORl,JANCE BOND
LABOR A}TD rvfATERIAL PAYt.fENT BOND
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CONDITIONS OF THE CONTRACT
SEC,TION 1
DEFINITIONS
1 e 1 ACTS OF GOD
An Act of God lS an unusual} extraordinary and sudden manifestation of the
forces of nature, uncontrolled and uninfluenced by the power of man and "\vi th-
out human intervention; that could not under normal circumstances have been
anticipated or expectedo Ordinary "tveather conditions of normal intensity for
the locality shall not be considered as an Act of God.
1 02 ADDENDA
\~ritten or graphic instruments issued prior to the opening of Bids which
clarify} correct or change the bidding documents or the Contract Documents~
1.3 AGREE~rENT
The Agreement 18 the '\\ir it ten document executed by the Otvner and Contractor
covering the performance of the Work described in the Contract Documents.
1 {) ll- BID SECURITY
The Bid Security) "lhere required by the Advertisement or Information to Bid-
ders, is a 'I ~ I or certified check, cash or Bid Bond accompanying the
casn~er s
Proposal subrnitted by the bidder, pledging that the bidder will enter into an
F...greernen t \vi th the OvITI,er for the carrying out of the 'Hark, should the contract
for the Work be awarded to him.
1 ,~ BIDDER
..!...~)
A Bidder is an individual or other entity submitting a Proposal for the adver-
t i sedT,\Jork"
1 0 6 CONTRACT
The Corltract DOCUUlents for ITl the Contract.. The Contract represents the 'entire
and integrated agreement between the parties hereto and supersedes all prior
negoti.ations, representations, or agreeIuents, either written or oralo
1 0 7 CONTRACT DOCU~iliNTS
The Contract Docurnen t s conS1.st of the following, including all Addenda issued
pr1.0r to the opening of bids} Field Orders, Change Orders or other "Hodifica-
tlons issued after execution of the Agreement:
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(a) Dravlings
(b) Specifications
(1 ) Bid DOCUTIlents (Advertisement, Addenda, Information to Bidders,
Proposal and Bid Security) ;
(2) Special Provisions;
(3) General and Specific Requirements;
(4 ) Conditions of the Contract (General and other conditions);
(5 ) Performance Bond and Labor and Material Payment Bond
(6) Form of Agreement;
(7) Detail Plates and other drawings attached to specifications;
1,,8 CONTRACT PRICE
The moneys payable by Ovln e r to Contractor under the Contract Documents as
stated in the Agreement~
1~9 CONTRACTOR
The Contractor is the person or entity or authorized representative thereof
named in the Contract Documents.
1..10 CHANGE ORDER
A \rJritten order to Contractor signed by Owner authorizing an addition, dele-
tion or revision in the "1'7 1 or an adjustment in the Contract Price or the
\"v 0 r .tC ,
Contract Time issued after the effective date of the Agreement..
1 .11 DAY
-
A calendar day or t~venty-four hours measured from midnight to the next mid-
nigh t"
1..12 DEFECTIVE
Refers to \~ork that 1.8 unsatisfactory; damaged, faulty or deficient, does not
conform to th.e Contract Documents or does not meet the requirements of any
inspectioD$ test or approval referred to in the Contract Documents 0
1013 Dlt,AWINGS
The Dra\vings are all plans, drawings (including reV:LS1.ons thereto) or repro-
ductions thereof issued by the Engineer pertaining to the Work provided for in
the Contract Documents 0
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1.14 ENGINEER
---
The Engineer 1S the person or entity or authorized representative thereof
named 1.11 the Contract Documents.
1.15 FIELD ORDER
A \vrl t ten order issued by Engineer \vhich orders m~nor changes in the Work l.n
accordance ~lith Paragraph 10.2, but \vhich does not involve a change in the
Contract Price or the Contract Time.
1.16 FINAL COr~iPLETION
The \~ 0 r k , including any punch list items, has been completed in all respects
in accordance with the Contract Documents.
1 0 1 7 1.fODIFICATION
(a) A y."r it ten amendment of the Contract Docunlents signed by both parties, (b)
a Change Order, or (c) a Field Order..
1.18 NOTICE OF Ai/7ARD
The TwIrl. t ten notice by O,\)iil e r to the apparent successful Bidder stating that
upon cornpliance by the apparent successful Bidder with the conditions preced-
ent enumerated therein, vTithin the time specified, O\Vner vii 11 sign and deliver
the Agreement~
1~19 NOTICE TO PROCEED
A vlritten notice given by Oirlner to Contractor (with a copy to Engineer) fixing
the date on \vhich the Contract Time will commence to run and on which Contrac-
tor shall start to perform his obligation under the Contract Documents~
1.20 OiiNE R
The Ovlner is the person or entity or Etutnorized representative thereof named
in the Cant ract Docunlent s .
1~21 PERFORI~f.ANCE AND P A Yr-fENT BONDS
The Performance and Payment Bonds are the approved f 0 rIn of security furnished
by the Contractor and a Surety prior to the execution of the 1\green1en t as a
pledge or good rai th on the part of the Contractor and the Surety in the event
of the Contractorfs default, covering the Contr,actor 7 s faithful ~P7rfor:nance
uflder the Contract Documents and the payment of all obligations ar 1. S ~ng ttlere-
under!)
1.22 PP,-OJECT
The total construct1.0n of which the '~]ork to be pro"vided under the Contract
Documents may be the vlhole ~ or a part as indicated elsewhere in th,e Gon.tra.ct
Documents"
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1~23 PROPOSl\..L
The Proposal lS the offer of a bidder to perform the work described in the Bid
Documents when made out and submitted on the prescribed Proposal form, proper-
ly signed and secured..
1 .. 2~. RESIDENT PROJECT REPRESENTATIVE
The authorized representative of the Engineer who ~s assigned to the site or
any part thereofu
1.25 SHOP DIL.~~fJINGS
All dra'\vings, d iagralTIS:1 illustrations, schedules and other data which are
specifically prepared by Contractor, a Subcontractor, manufacturer, fabrica-
tor, supplier or distributor to illustrate some portion of the ~\To r k and all
illustrations, brochures, standard schedules, performance charts, instruc-
tions, d1.agrams and other information prepared by a manufacturer, fabricator,
supplier or distributor and submitted by Contractor to illustrate material or
equ1.pment for some portion of the Work.
1~26 SPEC I"PI CL~:.T IONS
-,---------
That portion of the Contract Document generally bouI1d in booklet form and con-
sisting of the dOCUTIlents identified in ParagraphIc7 (b) of the Conditions of
the Contracte
le27 SUBCONTRACTOR
The Subcontractor is the person or other entity having a direct contract with
the Contractor and 'acts ror or on behalf of the Contractor in executing any
part of the Contract} but does not include any separate Contractor or his sub-
contractor or any material suppliers.
1~28 SUBSTANTIAL COMPLETION
The \~ork (or a specified part thereof) has progressed to the point w'here, in
the opinion of Engineer as evidenced by his certificate of Substantial Comple-
tion, it ~s sufficiently complete, in accordance 'tvi th the Contract Documents,
so that t'he \'\'0 r k (or specified part) can be utilized for the purposes for
\\1h ich it vias intended; or if there be no such certificate issued, when final
pa;lment ~s due in accordance Tlli th Paragraph 9.10 and 9 ~ 11 . The terms "sub-
stantially complet,el! and "substantially completed" as applied to any ~lork
refer to Substantial Completion thereof.
1~29 SURETY
--
A Surer>" is the person or other entity executing the Contractor's Bid, Per-
fOllliance and Payment Bonds~
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1030 vffiITTEN NOTICE
Written Notice shall be deemed to have been served if delivered in person or
sent by registered or certified mail to the individual or other entity or to
the last known business address of such individual or entityo It shall be the
duty of~ each part)7 to advise the other parties to the Agreement as to any
change 10 the business address until completion and acceptance of the Work~
1 <131 \"JORK
The entire completed construction or the various separately identifiable parts
thereof reGui red to be furnished under the Contrac t Documents <l \.Jork is the
result of performing services, furnishing labor and furnishing and incorporat-
ing materials and equipment into the construction, all as required by the Con-
tr ac t DOCUIllent s "
SECTION 2
BIDDING REQUIRE}rnNTS
2 <I 1 PROPOSAL FORl'IS
The Chvner \'Till furnish Proposal Forms to any qualified Bidder upon request 0
2 ~ 2 INTERPRETflTION OF QUANTITY ESTlt-iATES
The schedule quantities as listed in the Proposal are to be considered approx-
imate only and may be increased, decreased or omitted as necessary to complete
the Work as described in the Contract Documents.
2 ~ 3 EX.AJ'fINATION OF PLANS, SPECIFICP.LTIONS AND WORK SITE
Each Bidder :is required to exam:Lne carefully the site of the 't'lork, the Pro-
posal Forms, Specifications and Planso Submission of a Proposal constitutes a
representation by the Bidder that he has made such examination, has familiar-
ized himself with the conditions to be encountered, the character, quality and
quantlty of work to be performed and material to be furnished and has corre-
lated his observations with the requirements of these Contract Documents 0
2 " 4 }\~DDENDA
Any Addenda issued prlor to the time of receipt of Proposals shall be included
In the Proposal and shall be made part of the Contract Documents~ Receipt of
each p...ddendurrr shall be ackno~>71edged by the Bidder in his Proposal,
2~5 PREPA~~TION OF BID
rhe bidder-shall subrnit his Proposal on the Proposal Fortn provided by -cne
O\Vner~ A,ll blank spaces in the Proposal must be filled in clearly and cor-
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rectly lD. in1( or typei/Jrl ttenll Any interlineation} alteration or erasure must
be initialed by the signer or the Proposal~ The Proposal shall be signed ~n.
ink by the individual or authorized representative making the Proposal~
2~6 RESERVATIONS AND/OR EXCEPTIONS
Reser'lations or exceptions shall be clearly stated in ~vriting and attached to
the Proposal\> Tl"le Y \'Ji 11 be deemed to be a part of and incorporated into the
Proposal ,~ Bidders are advised that if such reservations or exceptions con-
stitute a substantial deviation from the advertised terms and- conditions,
their Proposals may be rendered nonresponsive. The Bidder shall make no addi-
tional stipulations on the Proposal nor qualify it in any other mannero
2~7 BID SECURITY
If so stipulated i 1"1 the F_dvertisement for Bids, or Information to Bidders,
each Proposal shall be accompanied by a Bid Security in the required form and
amount pledging that the Bidder will enter into a Contract with the Clwner on
the te"rms stated in his Proposal and will, if required, furnish bonds as de-
scribed hereunder in Section 6 covering the faithful performance of the Con-
tract and the payment of all obligations arising thereunder. Should the Bid-
der refuse [0 ellT:.el- into such Contract or fail to furnish such bonds, if re-
quired, the amount or the Bid Security shall be forfeited to the Owner as
liquidated damages, not as a penaltyo The Owner will have the right to retain
the Bid Security of Bidders until either (a) the Agreement has been executed
and bondsj if required, have been furnished by the Contractor to whom an award
has been made or (b) the specified time has elapsed so that unaccepted Pro-
posals may be withdrawn, or (c) all Proposals have been rejected.
208 DELIVERY OF PROPOSAL
Each Proposal shall be placed in an opaque envelope and securely seal'ed. The
envelope shall be so marked as to indicate the name and address of the Bidder,
the type of work and the Project Designation. If mailed} the sealed envelope
shall be enclosed l.TI a separate mailing envelope wi th the notatio11 "PROPOSAL
ENCLOSED;i on the face thereof ~ All Proposals shall be in the office of the
designated recipient before the time set for bid opening~
2~9 OPENING OF PROPOSALS
Proposals vli 11 be opened publicly and read aloud at the time, date and place
designated in the Advertisement~
2010 EV!i.LU.=-\TION OF PROPOSALS
The O\Vner y:e.s e Y.'1e.s the righ t to reject any Proposal if it ShOY1S any omissions,
alterations, irregularities, is submitted subsequent to the time established
in the Advert isernent for Bids for receipt of bids, or is unaccompanied by any
required Bid Security" The Bidder further acknowledges the right of the 'Owner
to reject all Proposals and readvertise with the same or diffe'.rent Bid Docu-
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Bonestroo; Rosene, Anderlik
& ..fl~S sac iate s ;) Tne '0
mentsQ In any event. the Owner reserves the right to waive any informalities,
irregularities or minor deviations in the Proposal. On unit price Proposals,
comparison of Proposals \vill be made on the basis of the stated unit prices
and unit prices will control In the event of a discrepancy between the unit
price and the extension or summation thereof Q 011 fixed or lump sum price Pro-
posals, comparison of Proposals will be made on the basis of the lowest price
that 18 responsive to the Advertisemento
2011 CERTIFICATION OF INDEPENDENT PRICE DETEID1INATION
By submission of a Proposal, each Bidder certifies that:
(a) The pr1ces in the Proposal have been arrived at independently, with-
out consultation, communication or agreement as to any matters relat-
ing to such prices wlth any other bidder or with any competitor for
the purpose or restricting competition;
(b) The pric,es lil the Proposal have not been or will not be knowingly
disclosed to any other bidder or competitor prior to the O\)'lner1 s
opening of the Proposals;
(c) No attempt has been made or will be made by the Bidder to induce any
other person or firm to submit or not to submit a Proposal for the
purpose of restricting competition~
SECTION 3
A1rIARD AND EXECUTION OF CONTRACT, PROGRESS & COlc'lPLETION OF \vORK
3 " 1 A\'JARD O:F CONTRP:.GT
\lmen the lOyv2st responSlve Proposal of the lowest responsible bidder 1.8
accepted and within the time limit established in the Advertisement for Bids,
the Q\,mer '\,yill send him the necessary Contract Documents and a Notice that the
contract has been awarded to him, subject to the furnishing of a Performance
and Pa:YInent Bond, \vhere reauired,
3 . 2 EXECUTION OF' AGREEI1"ENT
The lowest responsible bidder shall, within 15 days after receiving the Notice
of AvJ'ard ana Contract Documents, sign the Agreement contained in the Contract
Documents arid return the signed Agreement and such Bonds and Insurance forms
as the successful Bidder may be required to furnish to the Owner"
3~3 FAILURE TO EXECUTE AGREEMENT
Upon the failure or the lo\.rest responsibie bidder to furnish an acceptable
Bond, ~~ere required, or to execute the Agreement within the time above speC1-
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fied; the Owner may have the option to annul the award and retain the Bid Se-
curity accompanying the Bid as liquidated damages and not as a penalty 10 This
shall not be the sole remedy of the Owner but upon default by the Bidder the
Owner may adopt any legal remedy which it may see fit to adopt 10
3~4 RETURN OF BID SECURITY
All Bid Securities, except that of the lowest responsible bidder, will be re-
turned within 30 days after the date of the opening of Proposals unless stated
otherwise in the Special Provisionse The Bid Security of the lowest respon-
sible bidder will be returned upon receipt of the properly executed Agreement
and Bond<l
3Q5 NOTICE TO PROCEED
The date of COffilnencelnent of the Work is the date set forth in the Notice to
Proceedo Thereupon, the Contractor shall begin and shall prosecute the Work
regularly and \4ithout interruption, unless otherwise directed in wr1.t1.ng by
the Owner~ 'Vlith such lTIanpOvver and equipment as is necessary to complete the
Work within the time stated in the Contract Documentso
3;; 6 CONTRACT Tlivi"E
The Contractor shall complete, in an acceptable manner, all of the Work con-
tracted for 'i n the time stated in the Contract Documents, subject only to
extension for unforeseeable delays above a.nd beyond the control or the Con-
tractor and hlS Subcontractors and without their fault or negligence~ Written
notice or the Contractoris claim for such extension shall be given within ten
(10) days or the occurrence of the event giving rise to the claim; otherwise
the claim shall be waived.
3 1) 7 SCHEDULE OF COr"1PLETION
The Contractor shail submit, at such time as may reas()nably be requested by
the Engin,eer; schedules trihich shall sho~v the order ill 'which the Contractor
proposes to carryon the Work, with dates at which the Contractor will start
the se-veral parts of the \'lork and estimated dates of co~[npletion of the several
parts~
3 " 8 COl'"fPUTATION OF TI}'fE
TiJben any Pi:=riod of time l8 rererr,ed to l.n the Contract. Documerlts by days j it
shall be comoutea to exclude the first and include the last day of such per-
iodD If the last day of any such period falls on a Saturday or Sunday or on a
day made a legal holiday. by the la\v of the applicab le jurisdiction; such day
shall be omitted from the computation~
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3~9 LIQUIDATED DAMAGES
3 oJ 9 ~ 1 T iIne lS the essenC'2 or the cont.ract~ The Contractor thereby agrees
that the O~~Jner vli 11 be entitled to liquidated damages for failure on the part
of the Contractor to cOillDle te the \-Jork \'li thin the time 1 irni ts provided for in
the Corlt ract DocuTIlen t s,~
309~2 Shou.ld t-rle Contractor fail to complete the project on or before the
sF'e~ified da~e; liquidated darnages lI1 the amount specified in the Special Pro-
VlSlons shall be deducted rrarn any monies due or coming due to the Contractor
o~.~ shall be paid to tIle a'vvTI e r not as a penalty but as liquidated damages for
l-
each and every calendar day that the contract shall remain uncompleted after
the specified date for Completion.. Liquidated damages are specified herein
because of the extreme difficulty of asc.ertaining and establishing the actual
damages iiqhich the Owner would sustaino
SECTION 4
CONTRACT DOCU}fENTS: INTENT AND REUSE
4~1 INTENT OF CONTRACT DOCU~lliNTS
--.....-_-_..~
L}<:lgl The Contract DOC:Uluents COInprlse the entire Agreement be ti;leen Oi)'lne r and
Contractor concerning the "dark ~ They may be altered only by a 'vlrit ten Change
Order"
401,,2 The Contract Docurnents are complementary; what 71- S called for b~y one is
binding a:s if called for by all,. If, during the performance of the \~ork ~ the
Contractor finds a eon.flict, ambiguity or discrepancy in the Contract Docu-"
ment s , he shall report it to engineer in 'Vlriting at onc.e and before proceeding
\'li th the \tlork affected thereby; hOVe/ever j, Contractor shall not be li.able to
O'\cvner or Engineer for failure to report any confl ic t.~ a.rub igui ty or discrepancy
In tne Contract Documents unless Contractor had actual knovlledge thereof or
should reasonably have known thereof~
Lj-o 1" 3 It is tbe intent of the Specifications and Dra\~Iings to describe a COlll-
plete project I part thereof) to be constructed ac.cordance ';v i t h the Co n-M
("or l.Il
tract Docurnents" Any \'-lork tha t rnay reasonably De irlferred from the Specifica-'.
tions or Dratvings as being required to produce the iriten.ded result shall be
supplied v7hether not is ~ ".. . ~ .., called for, \;Then vlords \vhich have
or is SpeCl!lCally
a '\~7e ll-k.no\v.n technical trade Ineaning are used to ~ . .. ~York J materials
or aescrloe
or: equlprnent ~ such \vords shall be interpreted In accordance \tl i t h such meaningc
Reference ~to standard specifications, manuals or codes of any techriical
sac 1.2 t)' ;; OJ:gan1.Zatlon or association, or to the code or aTiY governmental
autnorl. 5 \"ihether such refeI"ence be specific or by lication shall mean
the latest standard .. ,-;,;. ... Inanua 1 code effect at the of
spec1.tl.Catlon, or I ~; t:1.rD.e
of Bids tOI~, the effec.tive date of the l'igree.ment . ,... there
opening on It "(Jie re no
Bids), except as may be o th"e I"'ifi s e specifically stated~ Ho'~qever , no provision
of any referenced standard specification~ rnariU a 1 or code (whether or not spec-
ifical teet rererence lt1 the Contract Documents) shall change the
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Bonestroo, Ros'ene, Anderlik
("0..11. ' ~ Lnc~
a i.LiSSOC1.a-ces;)
duties a 11.ci responsibilities of Ovmer, Contractor or Engineer;: or any of their
agents 'Or employees from those set forth ~n the Contract Do C UlIlen t So Clarifi-
catIons al1d i rd:,erpT2 ta t i OTIS of the Contract Documents shall be issued by Engi-
neer as provided r- in Paragraph 4~4~
'lor
4. ~ 1 c4 The .C.o.:nt"r.a.c t Documents shall be governed by the lavi of the place of the
Project;:
4;:.2 ORDER OF PRECEDENCE
it" there be a conflict bet'\veen or among any of the ternlS or provisions of the
Contract Do CUfnent s , \~lh ich conflict cannot be reconciled by resorting to the
intent of the Contract Docu.rnen t s under Paragraph I .. the conflict shall be
-} 0 1 -'
resolved appl ng the following Order of Precedence:
(a) Agreement;
(b) Conditions of the Contract;
(c) Special provisions;
(d) Specific ir..em.ents.:
(e) General Reauirements
1',- " Dra~rlings"
\. r)
4~3 DISCH.EPANCIES
- -
Any conflict alu :D 01" discrepancy in the Contract Documents, no matter
hO~'l seeruingly. insignificant to the Contractor, shall be brought irnmediately to
the attention ot the Engineer for clarification~ Any Contractor vlho fails to
bring aIljJ conflict, Hlnbiguity or dlscrepancy to the attent~on ot the Engineer
of \Tlhich ~ , t\~~ should have been a"\va re $ shall as surge the risk of loss aris-
'"1 1.'- v.l6"l :8
.:... ,'-
~ . of any such conflict, ambiguity~ or G1.screpanc;/,z
lng out
4 <J4" ADDITIO'NJ\.L INSTRUCTIONS
"'--._~.':"W
Further OT additional instructions may be issued by tile Engineer during trle
progress of ttLe \'~ork by the use or Dra'i"ings or other rneans to clarify the
lntent ot the Contract DOCUlnents or to explain or il1ustrat,e Crlanges 1.0 the
"\\!ork or Field Orders"
45 DILA'\?I"NGS Mqu SPECIFICATIONS AT JOB SITE
Contractor 81"1 a 1 ~keep OI12 record copy or all Specifications; Dratvings ,
}\ddenda ') ,;;. .~ .. ~".. Dra\tli ngs and samples at the . . in good order
1. r l_cac 1. on s, SlLe,
and annotated ,,~ ,t'"''>, S h 0'v1 all changes rnade during the construction nrocessc The se
LV
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& ,Assoc iates Inc~
shall be available to Engineer for examlnatlon and shall be delivered to Engi-
neer for Owner upon completion of the Work~
4.~ 6 OvlliERSHIP OF DRAWINGS AND SPECIFICATION AND REUSE
All · ~ 1 Dr a~.Ji ngs and Specifications and other data furnished by the Engi....
orlg:Lnal.
neeI' Cl.L.C and shall reInall1 his propertYl Copies thereof vli 11 be furnished to
Ovmer and are co be u.sed only \4i th respect to this Project and are not to be
used on any o theI~ eel: or extenSl.ons of t t11. S Project vii thou t the prior
wrltten consent of Ens:ineerG Submission or distribution to meet official
regulatory requlrernents or for other purposes :Ln connectlon \-7 i t h the Project
are not to be construed as publication J.n derogation of the Engineeris common
law copyright or other reser~ed rights~
4,,7 DI?JfENS IONS
Figured ~ . ~ t i~le plans \<7111 be used preference scaling the
d l In f~ I1 S 1:0 l~i S 011 l.TI to
Dra~~lings .. conrlicts5 8.Elbigui ty, or discrepancy, shall be itfu-ned iate ly
brought to ~t t-1 e attention of the Engineer before proceeding W:Lth t11e affected
\~ 0 r k ~ Contractor shall assurne the risk or loss for failure to brin.g to the
attention of th.e Engineer such conflict, arnb igu i ty , or discrepancy=
SECTION 5
--
A AILABILITY OF LANDS; PHYSICAL
CONDITIONS; REFEB..ENCE POINTS
5 ~ 1 AVAILABILITY OF LI\.:NDS
~.~___.""__H___
5~1~1 O'\!Il1e r shall furnish~ as indicated in the Contract Documents) the lands
UDon 'Vlhich the \fJ 0 rk lS to be perforu1ed ~ rlghts-o f:o!~ access thereto, and
such other lands 'rift i c h are designated for the use of Contractor~ Easerrren t s
fOT perITlanent structures or perlnanent changes l.n eXlstl.ng facilities vIi 11 be
obtained and pa1.d tor by (}vIner ') u111es s other\vise provided in r:he Contract
DOCUIflerlts .~
5~1~2 Contractor sh.al1~. at. his expense, prov:Lcte for ...,1 additional lands a:nd
c- .t-
access thereto that Illay be required for temporary construction facilities or
storage ot TIla t e ria 1 s anG equiprnent 0 Contractor 1 .1"' confine hl.S machillery
Snal.l
and eqUl.pillent~ storage of rilate rl a 1s and operat~on of \vorkmen to t1108 e areas
described In the Contract Documents and such additional areas which he may
provide at his eXDense~
5~2 PRIVATE PROPERTY
The Contractor shall not enter upon prlvate property' for any purpose vii thout
obtaining \,11:" l t ten from t.he there.or ~ nd he ~ ..,~; be
pe rIEl. S S lOD owner Snail. respOll-
sib le fnT ttie preSer\Tat~on or all property, tr.ees, monUlllents 5- etc; j along and
adj acent to the stre.et and/or right-of~\"ay , and ., 1 use every precaution
sna
- 11 -
1/85 - 850Sb
Copyright 1985
Bonestroo, Rosene, p,,-nderlik
& Associates) Inc,
necessary to ~o 1M, .e. \7 ~2 1'1 "t d arua ge or 1.11J ury thereto~ tie shall protect carefully
f rOTn d is turbane e or darnage alimonufGents and property rnarkers until an author-
lzed a.gent: 11 a -s \~Ji t ne s sed or other"\'lise referenced their location and shall not
reI'i10"',,/2 them until directed~
r:: ..) SURVEYS
_J II .J
---
Unless . ":'!" .,;: specified shall establish base lines
{) ttl e "1-"\r7l s.e the Os.;; ne r all for the
.,,:~ ~ - the principal of the ~lork togeth-er vlith suitable
iocatlon at corrroonent parts a
nurnber of bench lTIarks adj ace;l t to the \~lork ~ Based upon the information pro-
vided ttle Otj;lne r ," tt12 Contractor shall develop and make all deta1.1 surveys
n.ecessar'q" t () 'Y' cc:n.13 true t :Lon ~ irlc luding batter boards, stakes for pile locations
a:nd -0 trIer 'V] 0 rl.:~ pOInts, 1 i lies and elevations" T:he Contractor s11a 11 be re-
spons1.bLe tor CEre IU lly/ pl~e s e rv :Lng bench marIes, reference points ., stak,es;
alia
and ;' in the case or destruction ther,eof resulting from his ... .
negll.gence or
otherlFlis e ~th.e Contractor shall be charged \~Ji th the expense and damage result-
:Lng t 11 ere f r O~11 a L<.i shall ., responsible for e..nymistakes that be caused by
De may
the unD.eces sary' loss or disturbance or such bench marks, reference points and
stakes~
5,,4 UTILITIES
-~-'.............-----
Tl~l e contractor 8[1.[:1. 11 ;-,;~ solely responsible tor 'ver 1. !Y' ~ng the exact location of
all utilities \'lhether or 1-10 ";t ShOV.711 on the Dra\4'ings or referenced l.n the Spec-
ifications~ l~r i.O~L4 to the .s tal~t or any constructlon, the Contractor shall
noti Q 1 -; U1:lll COlnpan~es having utilities :in the Project area." Th.e C 0 n""~
craccor snal.1. ti a "-Ie sole responsibility ror pro"vid ing te~rflpo.r.ary support aIle :tor
protecting and . . 4! all ex~st1.ng utilities ~t !~l :{~ Pro j-ec t during
Ilial. n. taln1.ng 1.u area
the :e.~C1 t j_ .!~ e period or construction, including but not limited to the '. '1 0+
per1.0Ci J_
excavation) ba{:~(fi 11 ' '. In carrying out t tL J_ S respoTls ibility, the
ana. cOlllpact:lon"
Contractor s:ha.L 1 exerC1.se pare cular care, ~~,7henever ga.s Elains or other uti
1 iIl"e.s clr1e crossed; to Dyovide c01Jlpacted backfill or :o.t tl:e I~ stable for
such l.l.nes to preven,t any det ririlental displac-elnent; or other failurel>
"r:, :::- }~ i\I"\'jTE .s T~ I G.!4~ rI~ 10 i>J S
~ ,,-1
_f-.:.:.::~:__----=..-.-,:~_~_:..._"'"
Ref -- ilia (l e to t: fie Cant ac.t Documents for iden :Llcatlon or those
pOI'ts -:; ...1':' 1 tests subsurfac'2 or l.a t. ::~~;.l.1. :.c physical e Or1(1. :'L :LOllS
() r lrnlestlgatlons [1 li rJ. or
at cue ".q l 1"-:P- or other1;;'ii se affecting cost: progress or Ol"'lnance or the \'lorl\-
\,vh ich have be:e.rl relied upon Engineer in prepar at io Xl of the Drawings and
Specifications" Such reports or tests are not guaranteed as to accuracy or
C01l1P 1e tene s s and . r~ incorporated into the COD.tract lJoc:umen.LS ;; shall be
lr
tOT gerle r - inf o-r'm8. ::L 0 It on Contr,sctor shall be responsible for
S l:ce and 8 U:D S 1.J.]: t a c.e c.onci 1 t :lons co hlS B.a ~t is r.ac t i.orl Dr to subrnitting - bid
on i: 'tl e 1;jI~O J e.c t .:
5 c,6 UN~F)(}RESEEN SICAL ccn'~DITIONS
"--~...........--_:_-_.......",.--_.........-,,, ------
C:ori~t.r o."C Sil'S. i"tlrul:ed i.a t.,e notify (}t;ln e r a"flG En2:ineer :iE .\r]ri ting at ~lny SUD-
s tl rf a<-~.e atent.: sical conditions at tl'\ '2 . . ;:; :('t ' . tru.cture
or Sl~~t.e or :eY;:l~ S t
'1 ~ .r Ill.a t~: :2 r l.3. 1 from those indicated or re terred -; y', the Contract Docu~
G1.r
- 12 -
liS5 ,,!";~ 50
Copyr t 1985
Bonestl~oO , R.ose.ne :: f\.nderl ik
f::. A.sso,ciates; lEe .~
ments~ Engineer i>J i 11 1y rev le"\v those cond 1 t :Lons and ac1'vise O;~,ln e r ~n
writIng I:..:;.rther :; 1 ~ tests Promptly thereafter,
It 1 'L{\'es t~g2.t3-(;n or are necessary~
Ot'ln e r shall obtain the nec(=:s sary additional ~ .~ . and tests and fur--
ll1Vestlgatl.Ons
nish copies to Engineer and ContractoTol If ":'~........ tr finds that the results of
.t:.TIglDeer
such ilTvestigations i~"":;o"'" tests indicate that there ,,",""" '"' subsurface or latent
v:... O.Le
physical cor:ditions which differ rnaterial1y fro.ill those intended in the Con-
tract Documents~ and \i~:rtl1 C h could not reasonably ha-\le been anticipated by Con-
tractor; a Order s ii.a 11 be issued ~ ~ the nec.es sary' rev:1.s iOllS.~
lncorporatlng
SECTION 6
INSUB~.\NCE , A.ND BOND S j
LEGAL FESPONSIBILITY AND PUBLIC SAFETY
/' " INSURflNCE
o .:> 1-
--_.'
".. ~ "l .Ge il-e :a 1 : rf11 e Contractor shall \iJork under
b .. l~ 1 not comrnence thl.S contract
---.....-- required ~th:i_s Section and shall have
until he has aD ained all lI1SUrance under
filed the certificate of insuran.ce or the certified copy of the lnsurance
polley \}llt n the 0\:111 e r- and Engineer .~ The Contractor shall not allovl any Sub-
contractor to COTInnence I/1C r k on illS subcontract until all insurance :required
r- tl~1e .s u.1~.('::OIl 1:.c ae t~ 0 Y' 1 "l " d Each insurance Dolic'Y" sb.all cOlltain
:cor nas Deen OD"Cal.ne J ~ ... ~
c c 1.a1.1:s.e prO"\7 id i ng tnac it shall not 'he. cancelled the insurarlce co!npan\T
t/:;i t hauL ~ ~ :: (30) . . to trie LJ\~:rri e !~- and or l.IlteIlt to
t:n 1. r ...... "Yl:Cl.tten nO'C1.ce lneeT.~
cancel"
CeI.t i ficates of l.rlsurance shall t">e suhIIlitted ()Il Standa:cd Form C.l C&C~-701 or'
A.COPJJ 25 for-rus and shall specifically note ~t 11.e clause lng ror~ J')li
J\)
, . the O'\r7 ner- a,nd Engineer or 1.11 t e 11 t t::o
l,\TT:ltten notl.ce co C ELlice 1 .,
b .~ r; ~;jo rl(rn~~~~_,__ c,~~p ens ~ t i D n ,_ ~jt Ernp lo)7e r Liabilitv ractor
-
.................'"<-"'r_"'~:.:/.---.,.."'_--:....~_
shall ~ ill' ....~ , ~ life of tt"i 1.8
secure and Inalntalndur 'cne
sat ion and Insurance as laTq tor all his
ernp s or lnd1.rect Oil
1.1 fl'd et' ., . r.~ a .C i~. ~ in case any :;'10 r!:z lS SUDie'cc tt1e t r~ a .C~ 't~ () .L~ re
r 11 :'L~S
~the Subcontractor to -1!! .~ "'1 provide ~JoI-kmen i s .3.l: lOll :i II (1 1 s
SlffilLB.
Liabili In.surance t:Cfr all the latteris 8Tnp s o"r
indirect 1.I1 1 '\;10 r 1( .~ The Contractor sna 1 aJ~SO lll,ta l.Il :L. I1S U :C. arLC:: {2 re~~
sucn
qUlred under any other ErflD lO~\7ee Benefit Acts l.n f 0 '1:" C or required 12't/cf C. .;..~
the 7,- . ~ constructlon~
Slt€ ot
6~1'J3 Contractor Comprehens i 1le General & l~_u t OElO bile _~__", a 1-:2: 1 i t L.:;~ The {:: .c~ "il t: ...L~ a c ~y::~
tor 8"11:211 Drocure 1 lnal n ta lI1 during tfie l1.te of this Contract, .C (J- 11 t~ !.~ .cI.t: t;J ~~c~ 1 .S
ana
Comprehensive General and. Au t OHiO b i 1 e Liabil Insurance 'i,lh i ch shal prot.:ect
hint t r OTD. c 1a. irns for d.amages for personal lnjUry, lnc lJdlng acciclental death5
as \<:e 11 as r :C. .0 1~11 C la iTTlS for property damage. 1h,h i en arl"se f r OlD. operations
under trl1.S c.ontract5 \;:J11 et he r s 1J. C r1 OD{~ratl,ons Li <:::: or a.n)? Sub.-
COLI t T.a.c t:or or anyon.e directly or indirectly ~-- r.. n <3:1U <:
l""'"I~ 1 ns u.rance shall be in aTI10U n t s listed bel 0';.0/ 8.11 d shall prov.1-dE~ CO"ierage
iDe
under t~h.e following hazards:
- 13 --
1/85 -.. 8505 b
Cop~/right 1985
Bonestroo) Rosene:; Pinderl ik
& Associates~ lnc:
1 ~ Operations or Contractor
2 ~ Op'er s.t iOflS of Subcontractor ( Contingent)
3 ~ Products; including COfnp Ie ted operat~onSI) This insurance ~s to be
carried ror a period of one year after cOHlpletion or acceptance of the
'~'Jork
4 Contractural Liability (See Section 6.1c5)
) to n Damage
'0 Broad Form Property Damage
7 ~ A 11 O~>Jn e d 3 lJ on -Ov~med and Hired Vehicles
Minimum Limits - General Liability
i Bodily injury $SOO,OOO~OO each occurrence
.L ';
$500,OOO~OO completed operations
,~ Pl~ODert'I $lOO,OOO~OO each occurrence
$200;OOO~OO aggregate
l\1i n inn..rm L irni t s -~ Automobile Liability
1 c 7"'1 ~. inj liTY. $250,000.00 each person
boal
000.00 each occurrence
2 v .....-... .. '1 $100,000 00 each occurrence
1:" rope. r1:Y carnage
$200,000 00 aggregate
l't 'LeOUI t tl.a t b.a.s c exctusions for cau,sed S lorio" collapse
d:nd d ayaH ge to uTi-de rr 2:r~ ound facilities; com.rnoTll"':l knOvffi as X <; r; Ue~g:c ius ions .. be
fU ~,
r e l~rl..O ~\l.:e:d from tile Dolicies and so indicated .ct. ::: C O~\le r~ e *j 1.n tl1e declaration and
on ... :.; .r~"1ii r:t "r This Drovis iOfl th,e t lon.S of t112 Corl~
c:er t 1 3: l C:.c b In.Sl2~r,aIl.ce 0 0
tr.act Ti~!i 11 be "S<}a ived on ab OV2. ground projects 1/1h eI'e hazards or explosion
arid! or co la"Lise do not exist" The exc I1..1.S lor;., nf "1 ."R" '\4' i 11 be 1 ":t '"
eXplOS1.0n aL .1 OvTea on
under projects where blasting is not required~
.1 ::: l a.dd 1. ~t i.orI to a~l or t11 ~2 listed coverages; th'e (:fJl:l r.ac ~t:OI~ shall procur'e an.d
rnall1'Cctln ..an Urrlbre LIB Excess Liabili Policy ..... Tn in i ITll1It1 limit of
t'l '1 000,000 c~o :~ UTubre l1a Excess Liabili pol 1'[1 excess $ ~, 000 ;. 000
~? 1
lnay be ui 1 i zed to 11182 t the above listed basic coverages
6o;l~l: Builder~s Ri s 1< Insurance: Defore C GInnle n c erne:: Ii. t or ttle \r4orlc" the Con-
tractor sna 11 pro'lide Builder1s ..... ~. 1 Insurance on a ltiple peril fornl in the
K~SK
[till 21I10unt of the total constructlon and Elaterial contract') Such insuraIlce
shall contain an approp-riate rider to inc ltld.e as itional NameG In.sureds,
the OT/mer .~ trle Engineer and. his consultants~ ana each or th.e"ir offi:.c.ers .~
employees and agents, all subcontractors, t:he equl.prnent contractors and. all of
their subcontractors on the constructlon premlses .;\ Sucr'l insurance may h a '\7e a
deductible c l.a "t~1 s e but the deductible anlount shall borne , the Contractor
DY
and shall not exceed 51 OOOeOO\;
The Builcler!s Risk Insurance required herein shall to projects in'volving
and building .1~.ti :2 rernen t.s of ~ .
CO!lstrUGtlon ot structures on tn J_S see-
tlOD shall be Tila i ved on projects iU\lolvin.g oniy underground utilities~ grad-
- 14 ~~
1/85 .~~ 8505b
Copyright 1(\0("'
1':10)
Bonestroo;, Rosene" Anderlik
& 8_ssociates:; Ine..
lng, street ts and s ilni lar construction work, but any (18.Inage or lOSS
to prope l:ty shall be the sole responsibility at the Contrac.tor untl1 final
acceptance .c~f the ~'lork ~
if the u\<JTIe r finds It necessary to occupy or use a portion or portions of the
~~lork prlor to substantial cOTupletion thereof :; such occupancy 8h 211 l10t C 0 III ~
Tfien c e prlor -j-n - C lITle II1ULua 11y agreed to by the O'\<rne r and Contractor aI10 to
T;jhich the lnsurance cornpany or cornpanie s prOVIG1.ng the propeI"t~y l.flSUranee have
consented endor s ernen t to the policy ... . This insurance sha.ll not
or po llC :Les.~
be cancelled or la-osed Ofi account of such partial occupancy. Consent of the
Contractor and ot the insu~cance company 07~ COITipan les to sUCh occupancy or use
shall not be unreasonably withheldc
The ~).sATn ::2 r and Contractor 'f;la l ve all rights agalHst e.aell other ana. t I-l.e S.ub~
contractors and their agents and employees and agal.l1st the Engine.el~ an:C1 sepa-
rate contractors (if any) and their subcontractors! agents and eIl1p loyees, ....
Tor
carnages caused fire or ot L1 e r perils to the extent covered insurance Dro-
-\Tided un d.e r: tt11S see t :Lon or an~v other property ll1SUrance applicable to the
\:vorlz .;
6~lQ5 Contractural Liability Insurance: To the fullest extent pe rrD.i t t ed by
,,- indernnify 110 1 d h ,a rIn 1 e s s the O"\11ne r a.nd the }i-:n a; ......
laid ;> t tl~2 ContrBe i"') ,,- snail and ..... -~i.:.? ....
neer an.a th:3i a,genes ana employees f ~r 0 In and agalIlst Etll c laiTlis dalnages,
losses an <1 e):rp.el~is :es } including but not 1 lrni ted to attorrleys 1 fees a .r :L S l fl.g out
or or resultIng tram tt~e per rorraance ot \.~-l.o r~ k pr o.vi ded that all''-?" s .t.l c h c la iTa ~
loss or expense (1) is at tr.i"":bu.tab Ie to s l.cl~Iles S :.-,
disease or death; or to injury to or destruction of ble property (other
than the <yJ 0 1~ rk.. itself) including the loss or use resul ~tl1.e 1~:8 t 14 01Il ; and ( 2)
lS caused j_ 1:1 ~f.tJll.0 1 e or in part bv any negligent a.ct '-' .,,"- oIu.i.s.8 i. OIl 0 f the Contrac-
,.I
tor, 51"L1 y Subcontractor, anv'one directly or indirect loy,ed any of t heEl
or ailyo.n.e tor TJ711.Q S :.e a.c.ts an}" of them may !)e liable; less or '[if tle t 112 r or
not It: 1.8 caused jil part a party indeulnified rteretinder" Suc'h obi
shall not be construed to negate) abr idge or otherYrvis e. reduce any
or obligation of i naerrlLl it y i:;lh ic h V70ll Id o th.er\;\l i .~3 i= eXJ_S; t .as 0
Derson desc.ribed J_n this Section~
In any all -> . against the Ot;!ue r or '[Be ()r .an.Y of t_rl.e i l~
ana Cl.a:Lrn.s
or loy~es by an)?" enlp loyee of the ContI'actoI", d.!.l ~. Subcontractor anyron.e
direct indirect employed 'by any ,... tl1'2tTI or anyc>ne t () 1.--- Yvll-i 0 .s e a.c B,ny o:c
01:+ or t;
them InClV be lia.ble~ the indem.ni fica t ion obligation uDriel:' this -Q ;~ :(~~ ion shall
not be li111ited 1.11 any \!Jay by any' 1 ir!1i t at ion on r.rl..:~ a In () .t~t rl t or or ,
. . benefits payable by or for the COIltractor O~(' any :E; .:u. ~b. C 011 t ~I~ ~8L C t ():c
COillnensar:lon or
uncler vlork.er'i s or \'JOrkn1en ~ s corrrDens at ion acts dis lit", l)er-lc f <:'i..~d (--~ .;.~.:,.
ot herelnp b.e.~rl:e f i t-: a.:c ~t S Q
,.. ]~ ~ 6 1~1 in i lL1U[[i 1<_2 G 1::. i reIneD. t s : Los.ses oth.er
h lnsurance
',J
,y;~~:,,-~'-'_------""
lilsurance :s 1"1 a 11 be t:nV?2 sole responsibility o "1~ the Co Ilt: actors .~
requlremen d;:; set f.Ol~ .ell !Jerel.D sha 11 be CC:IlS idered f- n
~ L- '_'
Tnel1ts on o.;t11er insurance tl'-l a t rnay be necess r:y to
TIt 11 .::3 :t .b.e provided b:l the COTltractors and shB. ~ "t .... 012 re s T:>011--
COV8l^'age De ~til.e 1
sibili
- 15 ~-
1/85 ~- 8505b
ight 1985
Bonestroo, ~cto sene; Anclerlik
&. l~ssociates) 1 fiC ~
601~7 Boiler Insurance: T~ 2 perrnanen t boiler is to be i T1S taIled as Dart of
~..............:~___.............................-............"........__,...--~;,-,~_______..........v-----....-.----.,-~ - -
the project ttle O,\:l.ner :oJil be :cespons ib 1,= for ma.intaining all boiler and
T"naChlnery .C{)~ler age ~ This coverage 'ili 11 be placed In effect "\t7h en the equipment
is . ~ operation~ This shall include the
.L f~$ 1- l'nspect 101:1 ane coverage In-~
t.eres ts or t: 11-(? 0\-'711 e r' tbe Contractor" Subcontractors and Sub-subcontractorso
/'~ ......\ PERFORMANCE AND OTHER BONDS
O~L
6~2 1 {=:OI1t r~.ac t:o.'r- shall furnish Performance ancl PaYTIlent Bonds, each in an
2.1T!OU 11 t a"t 1 .--.~ ~ ~ ea ua 1 to ttle Contract Price as security for the faithful per-
.Lt;.a.~
I"'" arl.d p ..c jrln.e I1 t all Contractorls obligations under the Contract Docu'.-
:COI'll1anCe t..J 1-
lnents .~ rr11 e .s. e Bonds shall remal.TI In ,effect at least 1111 t i 1 one y.ear after the
date ot "firl.al pay-rnen. t :J e:?:c.ept as o the 1:'-.'7 i s e nl"ovided 1 a'\!7 ~ Contractor shall
also ~ :~-; S u ..~:: tl otber Bonds required by the Contract DOCUfaents" All
turIl~.srl as air-:.
Bonds shall be -1 T, the forms pr.escribed by the Contract DOCUTaents and be exe-
ell te.d s 1-1 (:: n .f;llr~e"t i~es as (A) are licensed to conduct business in tIle state
1::11:1e r e the lS located:; 1 (B) are , the current list ot
~t..... ana namec 1- L.!.
HCompanies 110 Id ing Certificates of ~...uthority as Ac.ceptable Sureties on Federal
Bonds table H.einsuring COIupaniesH , ....:.;......, '" Circular 570
d. ir"U as as pUD1~snea 1.n
(arnen de d) the p...udit Staff Bureau of F",ccounts} U.s. Treasury Departlnent f< till
Bonds s ,:'::;11 agent TI1U s t be accompanied DY a c.ertified copy or the
authority to acte
by202 ,",'. r 1-n :~ Sure on any BOT1a furnished bv COIltractor declared
.:L I 1.8
.I
tecoTnes insol "'ilent its righ t to do is s ~ ill state
or \.)1.. DllSlness te rrn 1. na te a :a:fl"Y
\-'111 ere t 11 e ........... ... '. located . , to Iueet ~t- 7n {::J reOUlrerr~ents
anv U1- t'roJect lS or .;,~ '- ceases
clauses 43. l~l.d ( or Paragraph 6,,2,,1, COTltractor shall *' ~::t ~ 1: l."ve
ot ) \, \,'l~ 'C.t1 1. n
thereafter :1 .:<- .~ ~ anotl1er Bond and Surety, both of ich 8h8.1 be accept.-
Sll D S C l_l:"j.J 1:.e
able to O'k.7Iler.~
f~; ~ j "EATENTS; FEES RO.Ypc..LTIES
,.........,.,:-.......-.-----........-.............
Contractol" shall pa:y all license fees and royalties an.ct as SUIEE ~'l ~ :; :C()"s
C,.-J,...J....
inc icier-it 1~'" .:(~ [ile use. lH the pertorlnance or the \\forK .r~ 4- ~.~::l Il.] in.\7snt lOTI. ; c1eslgn:
I)r~oc.~::s.s ) r)A'r~ de'Vlce t;,yb i c h is the SUbj(~ct of
112 ld it icular ~ ~ d.eslgnj
();:.rlers ~ ~:t In"-lentlon ~
l.~ speci l.2:Q .; 1.' tne :C:: o.n .!t I~ a.c .~t DocumeIlts for use
i It to the actuEl1 kno'\~71e d ge of Ovlne r or use lS to
ana
patent OT ts calling for 8.n'.,1 1 ],,~ce.lls:e tee or
royalty to others eXistence of 1 do 1 ~ Olvner :in
[ne sucn T1.gn1:S
the Contract DOCtlTnent S (> Contractor shall hold harl1l1es s :O~~;Trl e :r
and Tleer and an.7o?e direct
and .? . all cL::Hn a ge s~ losses
8g211 n.s.c C La l.InS ,
fees) arlS .C;tl ot a'ny itlfri ngerflen t 01.. :D:a tell t:
to the use ,.-~ the perfo!'rnance or the vJ'orlc or resulti
in'Vel"1tion "IIi .iI. process,
111 t: 11 :2 Ges :Lgnl
in tr1e '- Docurnents and shall defend -. 1
any 1 of such rights..
.... 1 ; -
_0
1/85 ~ ~(\C:
jV_i
L 1985
Bonestroo~ Rosene; ~.>.nderlik
62 .Pi.S.8 C~.C ia t e s T 7'; r-
6~4 PERMITS AND LICENSES
All perfilts and licenses necessary for the prosecution of the Work shall be
secured by the Contractor prior to the commencement of the Work, Contractor
shall also pay all public utility charges, governmental charges and . I
~nspect1.on
fee s ~
6e5 LA1;;JS , PillGULATIONS AND SAFETY
6~ 5 .. 1 Contractor shall glve all notices and comply with all lavls, ordi-
nances, rules and regulations applicable to the ~~ork 0 If Contractor ob-.
serves that the Specifications or Dra'\vings are at variance therevlith, he shall
g 1. -\re Engineer prompt l!!rl. t ten notice thereof, and any necessary changes shall
be adjusted by an appropriate Change Order or other Modification. If Contrac-
tor performs any Work knowing or being in a position to know it to be contrary
to such laws, "I I rules and regulations, and vlithout such notice to
orQ~nances,
Engineer, he shall bear all costs arising therefrom; hOviever, it shall not be
his prlmary responsibility to make certain that the Specifications and Dravi-
ingsare in accordance with such laws, ordinances, rules and regulations~
6~5~2 Contractor shall be responsible for initiating~ maintaining and super--
vising all safety precautions and programs in connection with the ~~-jo rk " lie
shall take all necessary precautions for the safety of.'i and shall provide the
necessary protection to prevent damage, injury or loss to:
(a) a 11 employees on the Work and other persons who may be affected
thereby;
(b) all the i.Jork and all materials or equipment to be incorporated th'ere--
in, \'lhether in storage on or off the site; and
(c) oth,er property at the site or adjacent thereto~ including t:rees~
shrubs~ lawns, walks, pavements, road~]ays , structures arld utilities not desig-
nated for removal, relocation or replacement in the course of construction,
6~5~3 Contractor shall conlp 1y \~7i t h all applicable lavls) ordinances, rules;;
regulations ana. orders of public body having jurisdiction for the r"'
any sare
or persons or property or to protect them from darnage :- injury or .Loss<> lie
shall erect and maintain, as required by the conditions and progress G.t the
\~J ork~ all necessary safeguards for its safety and protection~ He shall notify
owners of adjacent utilities ~.,h en prosecution ot the Work may affect thern ~
All damage) i:nj ury or loss to any property referred to in Section 605<12(b) and
(c) caused) directly or indirectly, in \"lhole or ltl part, by Contractor;; a 1-1 )7
Subcontractor or any directly or indirectly employed any of them or anyone
for 1.:1 h 0 s e acts any of them may be liable, shall be l-emedied by Contractor:' e
Contractor~s duties and res pons i bi 1 it ie. s for the saretv and protection of t. 11 (:;
~'Jork sb.a 11 continue until such time as all th,e ~.jork 1 c: COIT!P Ie ted arld Engineer
has issued a notice to Owner and Contractor that ~'Jork is acceptable~
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& Associates, Inc~
6~5~4 Contractor- shall designate a responsible member of his organ~zat~on at
the s ice '\;Jh08'2 duty shall be the prevention of accidents.. This person shall
be Contr'8.ctor"' s superintendent unless otherwise designated in vlriting by Con-
tractor to OvlnerQ
6~5~5 Contractor agrees to indemnify the O\.vner and Engineer and their agents
and ernployees against all claims, demands, losses, damages and expenses (in-
cluding attorneys; fees) ar1.s1.ng out of or resulting from the contractor's
violation of any safety law, regulation or code (including without limitation
OSHP~) or any other prudent precautiono
6=6 \~JARNIi~G S IG}1S P.~ND BARRICADES
-~
The Contractor sha 11 provide adequate signs, barricades, colored lights and/or
\vatchmen and take all necessary precautions for the protection of the Work and
the safety or the publico All barricades and obstructiorls shall be protected
at night colored signal lights which shall be kept in operation fronl sunset
to sunrise~
SECTION 7
ENGINEER-OWNER-CONTRACTOR RELATIONS;
ARBITRATION: INDE}IT'fIFICATION
7~J. ENGINEER 1 S STATUS Ar-TD AUTHORITY
--- -
7~1~1 Engineer 1;;7i 11 be Owner:s representative during the construction period.
T"he duties and responsibilities and the limitations of authority of Engineer
as 0':/7T1 e r ~ s representative during construction a~""o set forth in the Contract
..I.. ......
DOCUTIlen t s and shall not be extended without written consent of O\Vner and Engi-
neer"
701~2 Engineer vii 11 make visits to the site at intervals appropriate to the
varlOUS stages of construction to observe the progress and quality or the
executed '\;,7ork and to determine, in general, if the ~7ork is proceeding in
accordance ~Yl th the Contract Documentsc; Engineer is not required to make
exhaustiv+3 or continuous on-site inspections to check the qualit}7 or quantity
of the T,~o rlc " On the basis of such \T1.S1.tS and on-site observations, Engineer
vii 11 keep av,n e r informed of the progress of the \.J 0 r k and vIi 11 endeavor to
guard Owner against defects and deficiencies in the t~ork 0
7=103 T.t: 0'>711 e r and Engineer agree, Engineer will furnish a resident project
.........1..
representative to assist Engineer ~n observing the performance of the T,~lork..
The Resident Project Representative shall work under the authority and direc-.
tion of the Engineero The duties and responsibilities of the Resident Project
Representative shall not exceed those duties and responsibilities of the Engi-
neer as set forth in the Contract. It shall be to the discretion of the Engi-
neer to delegate to the Resident Project Representative those duties and tasKS
that are \!Jithin the authority of the Engineer to perform. In general; the
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BonestToo, Rosene, Anderlik
&: ::..t\.ssociates) lnc v
"t ..;t...* ,t' ~:--. ......':'t -::-.. ~ .. "
aULles or cne KeSloent ~roJect Representat1ve may conslst of, but shall not be
limited to~ the following:
10 General contract administration
_~ Periodic observation of the Work
30 Unit price quao[ity and record plan measurements
',. Schedule. perform and verifv tests and inspections
J" P'lOI'll tor Coi"ltrac tor f s progre~s perforrnance .
60 Provide information for the Engineer's review
and decision concerning disputes and defective Work~
701a4 Engineer wil lssue with reasonable promptness such written clarifica-
tions or interDret~tions or ~be rnn~r~c~ -Doru.men~q (~n ~lle ~oy~ of Dl r~u~no~ nr
-... .:. . .-.... - -... -- ".".,........ ~ ___ - -.- ~.--- ....; ," -.,;.. ~ - - -.... ~ .............. ~ - . - ~ 'iI'~ ....;;... ...........0 "-'" ~J..-
otherwise) as Engineer may determine necessary, which shall be consistent with
or reasonab inferable from the overall intent of the Contract Documents. If
Cant rac tor be 1 l8"\7es that -'" '\vri t ten clarification or interpretation justifies
an I.D.CreaSe in the ,Contract Price or Contract Time, Contractor TIlay make a
claim the eIor ~c nrovided in Section 10 or Section 110
7,,1,,5 Engineer 'i>lill na\Te authority to disapprove or reject Work which 1.8
defective, and will also have authority to require special inspection or test-
lUg or the l'iork as provided in Paragraph 80 10, whether or not the '~"lork lS
fabricated" irista.lled or cornpletec1" The Engineer shall not have charge of or
control over the Work and shall have no authority to stop the Work~
7..1 c 6 Neither EruzineerJ s authori to act: under this Section} or else~vJhel."e
ln~ the Contract Documents nor any decision made by Eng1.neer in good faith
either to exercise or not exercise such authorlty shall glve r1se to any duty
or responsibili or Engirleer to C011tractor~ any Subcontractor, any Insnufac--
turer, fabricator, supplier or distributor, or any of their agents or employ-
ees or any other person performing any of the Work~
7,,1,,/ 11 a Resident Project F.epresentatL've is assign.ed to the project~ the
purpose of his efforts shall be to pro+vide .a greater degree or assurance to
the Ov,7ner that the \lJork is cons true ted In conformance to the requ~rernents of
the Contract~ The Resident Project Representative's efforts are tor the bene-
fit or l.:ne u;"".rTI::::1" alone. Neith'erhl.S au.thority to ~::;r'i- ~nor his decision to
exercise or not exercise such authority shall glve rlse to any du or reSDon-
sibili to !:n2 Contractor;: anv subcontractor} any rnanufacturer, rab:ricato ::
supplier or distl"ibutOT; or a.ny or their agents or elTtployees ora.ny other per-
son performing any of the Worke The Resident Projec Representatives author-
ity shall no'c exceed limitations on Engineer t s autho-ri tyas set forth ~n the
Contract Documents nor shall the Resident Project Representative undertake any
of cne responsibilities of Contractor, Subcontractors, or Contractor's buper-
intenden.t {O
7.~ 1" 0 "\:Jhenever :Ln the Contrac.t Docurnents the terms nas orderedH) Has Glre.c-
ted n ~ Has req ui red H J n as all oided , or te rnlS of 1 :i.kee:f fee t or J_Inport are used,
or the adject i'ves reasonab Ie 11, it Si.Jl tab 1e H, n acceptab le;:, HproDi:;r s or n satis-'
I2C or ectlves of like effect or import a~c used to describe reauire-
ments, directiorl; revie'l;.? or judgrnent of Engine,er as to the \~.,Tol"k" it is in--
tended that such requirements, direction, review or judgment will be solely to
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Bonestroo, Rosene, Anderlik
& Associates. inc.
evaluate the ~:'Iork for compiiance with the Contract Documents~ Th,e use of any
such te rIn or.- adjective never: indicates that Engirl'eer shall have authority to
supervise or d l.r :2 C t performance of the Work or authority to undertake respon-
sibili contrary to the provisions of Paragraphs 7,,1,,9 or 7..1~lO;
7~1~9 Engineer \f!ill not be responsible for Contractor's rneans, methods, tech-
Illques sequences or procedures of construction, or the safety precautions and
programs l.HCldent thereto, and Engineer w.ill not be responsible for contrac"""
tor1s failure to perform the Work in accordance with the Contract Documents"
7 1 10 Engineer \vi 11 not b'e responsible for the acts or omissio11S or Contrac"'"
i 'if .1.-
tor or ot any Subcontractors, or of the agents or employees of any Contractor
or Subcontractor '; or of any other persons ....t- the site of other\,'lise performing
a....
any of the~vork~
7 0 2 ~ CONTRACTOR S RESPONSIBILITIES
7~2$1~ The Contr,actor shall supervise and direct the 'v,]ork competeIltly and
efficien.t 1y:; devoting such attenti.on thereto and applying such skills and
expertise as ma:l be necessary to perform the work in accordance with the CO!l-
tract Doc UTIle n t s .~ The Contractor shall be solely responsible for the means;
methods;; t'2cinniques) quali of ~.vorkmanship ;i sequences and procedures of con-
struction; T1:1"e Contractor sha 11 be respons:Lble to see that the finished \iiork
complies accurate \coli t h the Contract DocumentsD
A competent superintendent;; 1:if I1 0 :is accepta.ble to the O~]l1er ;i sha 11 be ruain-
n
tained on the VJork ~ . and give efficient sup'crvis ion 'Co the it] 0 rk until its
S:l1:.e
COlnp let i on" Th.e superintendent shall have full authority to act on behalf of
^. . th'e Contractor~ and all cOlnmunications given to the superint:endent shall be as
binding · r g i'tlen to the Contractor" T .;- shall be the responsibility or the
a.\::) II ..Ll.-
Contractor s superintendent to coordinate the -;'70 TK of all the Subcontractors .~
vJhen requlreci t.h.e superintendent shall be present on the site to perform
adequate ~. .... coordinatio!1<:
'Supel"I1.S Lon and
Contractor slla 11 provide competent, suitably qualified perso'nnel to survey a.nd
lay out tbe ~;,lork and perform construct1.0n as reauired by the Contract Docu-
rnents" *:"i)il t l~.ac .etl sha 11 a"t all times maintain good discipline and order at
the site"
The Contractor shall at all t~mes be responsible rOI' the conduct and discip-
line of his ernp loyees and/or any Subcontractors. :.!\.ll v70rkluen must have suf-
ficient kno,\<jl,edge; skill and experience to perform proper 1)' the \vork assign,ed
to them~ I.Oy.er[lan and v;orkman employed the Contractor O"""~ Subcontractor
L
vIto does not perrOrIi1 his vIork 1.11 ...... :skillflll ITl.anner, or appears to be incompe-=-
tent or to a.ct lfl a disorderly or inteulperate manner shall be rernov,ed irmned-
iate and. shall not be employed aga1.D in any portion of th e \r'lo rk ..~
7~2,,2~ T111:2 Contractor1s duties vii th respect to Inaterials:1 equiprl1ent insnec--
tioD. and \!lorkulanship ar.e s,et forth in Section 8"
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Bonestroo; Rosene~ Anderlik
& Associates; 1 ~[lC .~
7~2~3~ The Contractor s duties \;,Ji th respect to progress ot the ~'7ork a~""o set
forth in Section 3, paragraphs 3 ;0 6 ; 3 a 7 j 3~8 and 3t9a
7 e 2 =u,. " Tll€: Contractor! duties "\>ll t h respect to insurance and ' << legal
Donass
responsibili 1 sate are set forth Section 6~
ane lD
7 ~ 3 ~ O\iNEH is RESPONSIBILITIES
_w.--..--"~:..-,:;Oi1(
7D3~1~ Tl-1e O\,qner shall :1- s sue all COilllIlun lea t lons to the Contractor through tl1e
Engin-eer;
"7 ') '! The O\Vner shall furnish the data requl.red or the Ovlner un.der the Con-
I ~..J<>,;;..",
tract Documents prornpt 121 and shall make paYlnents as provided to the Contractor
prornptly arter they are dueQ
7~303~ The O\~111er s duties in respect of pr'oviding lands ,9,. nd easernents and
provlcllng . . to establish reference pOlnts set forth
errgl neeI' lTtg surveys are :Ln
paragraph :;~l and 5 '> 3 ~ The O\'ln e r shall make a\lai lable to the Contractor
copies at reports of c .. ~ and tes ts or subsurface all.d latent physi--
:lnves t 1. ga t 1. ons
eal condi lODS ;:{ ~! ttle S J_ te or o t t1e ri.;.l1. S -2 affecting perrornlance -V.l. the '\1'0 r k
Tvh ich have U.ee"rl relied upon by the .snglneer lD p-reparing the drawings a11d
specifications~ Such reports are not guaranteed as to accuracy. or complete-
ness and are no D-art of the Contract Documents~
7~3~4~ ~L i 1 C .011"I1.e:c "t l o.~rl "-Jith tl~le O\Vner 1 s r i gh t s to request ctl arlges 1_ l.i the \N'orlc
lTI accordance t ~ ": Section 10 ~ the Ovrner (especially 1.11 certain ~nstances as
\'ll 'Cn
provided ill paragraph 10,,4) 1.8 obligated to execute Cnan.ge Orders.
703,o5v Tl1e 0\071.1 e 1 ~, responsibility in respect of ce~rtaln inspections, tests
b
and approvals 1..:.S C 01-. "f 0 r ~t.tl in paragraph 8~lO~2D
7 _306~ In v-lith ~ right suspend vIa r k ,
COITnectlon Ov7ne y' s to stop 'NO ic or see
paragraphs 8~17 anct 12~ l~ Paragraph 12~2 deals vi ::Ltt1 the O'\vne.r'i s .- ~ -=R 1..... .t_ to
L .L;:;llC
terminat'2 services of the Contractor under certain cir<:::uTl1S tances:
744 ASSIGN.j\fE:NT OF CONT1~\CT
The Contractor s'ball neither sublet; sell transfer, ass~gn or o ther"\,yise dis-
pose of the Contract or any portion thereof, or or his righ t ~ title or lnter-
est therein, or h1.S obligations thereunder, nor) ~ ,..' tI1lS Contractor 1.8 a cor~
l.I
porate enti $ sublet, se.ll ;> transfer or assign a IUB] or ~L t:y of the au t s taLla ~ng
shares of s tocl:: In the corporatl.on, i>Jl ttl0Ut prior \'Jr ~ 'C Len consent of the
O'\'lne r " In case tllritten consent 1_ S glven, the COIltractor 'V! i 11 be perrr~i t ted to
sublet a portlGTI or the contract or stock thereof ;> but shall p '2. I~"-
rorm \'l i t 1'\ "h l ~q o 1>Tfl organlzatlOTl, \.J c rk amountlng to I10t less than ~r': percent at
..J \J
the total 01."3_ 1 c.oTltract prlce~ l~o subcontracts t l.~ans t er n'F c.ont-:cac t or
corporate stock shall re lease th.e Contractor of his iability under the C()U--
tract or Bond s "
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Bonestroo, }:<'"osene ~ Anderlik
51 A.c1sQciatf~s ~ Inc.
7 Q 5 R.IGHTS OF VARIOUS INTERESTS
\fnere"ler ~'lorkbelng don,e by the Ovlner is forces or by other Contractors ~s con-
tiguous to Work covered by this Contract, the respective rights of the various
interests Ived shall be established by agreement to secure the completion
or the .\larious portions or the ~~ork in general harD.1ony 1I
7 'i 6 SEPfiRl\TE CONTRACTS
The Owner TI12V let other contracts ~n connection vlith the \"ork of the Contrac-
tor 0 The Contrac tor shall cooperate \~iith other Contractors '\vi th r,egard to
storage of ynaterials and execution of their Work., It shall be the Contrac-
tor~ s r,esponsibility to inspect all \'lork by other Contractors affecting his
1'lork and to rreport to the Engineer any irregularities vlhich \51ill not permit
him to commenc.e or complete his vJork in a satisfactory manller.. His failure to
notify the Engineer or such irregularities shall indicate the work of other
Contractors has been satisfactorily cOTilpleted to receive his \tJorke The Con-
tractor shall not be responsible for defects of vlhich he could not have known
through reasoTlable inspection thereof ~ \vhicb develop ~n the \,iorl<- of others
after the Work 18 completed.. It shall be the responsibility of the Contractor
to measure the cOTIlpleted work in place and report to the Engine,er immediately
any difference between completed work by others and the Drawingsq
7 .. 7 SUBCONTB~AGTS
Nothing herein shall c.reate any legal relationship bett:tJeen the O\~.Tner or Engi-
neer and any subcontractor, and no subcontractor sllal1 have any rights under
this Contractor's agreement \vith the Cc"-'tJner" The Contractori S clvJard of sub-
contracts shall be subject to the following:
7 ~ 7" 1 Unless otheri:.qise specified i11 the Contract Documents, the Contractor
shall, upon recelpt of the executed Contract Documents, submit in writing to
tIle 0;;",;-r1'2r the names of the Subcontractors proposed L\Jl. the Work" Subcontrac-
tors mav not be changed e:;~::.::cept at the request or \),yith the cons'ent of the
CKvner" Contrac.tor sha.ll not errlploy any Subcontractor or other person ,or
organization (j_ncluding those \.,iho are to furnish the principal itenlS of mater-
ials or equiprnent), whether ini tially or as a substi!-c against 1>lhom O\v'D.er or
Engineer" rElay have reasonable objection" A Subcol1.tre~ctor or other person or
organization identified in wrl~~ng to Owner and Engineer by Contractor prior
to the Notice of f~\qard and not objected to in \>rr1.tlng by Owner or Engineer
prior to LUt:: Notice of A\tt8-I'd 'itlill be deemed acceptable to O'\tlner and Erlgineer"
l~...cceptance of any Subcontractor, other person or organization byOT;:}"ner or
Engineer shall not: constitute a \"lalver of any right or O\Vner or Engineer to
reject defective Work, If Owner or Engineer after due investigation has
reasonable ectiCi'll to any Subcontractor, otller person or organ:.Lzatl.on pro-=-
posed Contractor after the Notice of Award, Contractor shall submlt another
acceptable Subcontractor at no change lTI the Contract Priceo Contractor shall
not De reaulred to ernploy any Subcontractor, othE:~C person or organizatiol1
against'h'lholl1 Contractor has reasonable objection..
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Copyrig11t 1985
Bonestroo, Rosene, Anderlik
lit ... ~__
7 ~ 7 ~ 2 Contractor shall be fully responsible ror all acts ailc! OITl:LSS1.0ns of his
Subcontractors and or persons and organIzatIons directly or indirectly
employed Dy tr1ell1 and ot persons and organlzatlons for '\qhose acts any ot them
may be liable to tne same extent that Contractor is responsible for the acts
and omlSSlons of persons directlv employed by Contractor~ Nothin2 in the Con-
~~:~~eeDrOCa~,"~er~r~v ~1~~~~n~::::~r :l:V o~~:L~r;~~~~I~ orl:loartg~~~s~~i:iO~e~:~~~g o:r~e:re~~
contract ,\-q'ith Contractor, nor shall it create any obligation on tile part of
o-vlner or t;nglneer to payor to see to t:ne paY1r!ent of any moneys due any Sub-
contrac tor or other person (iT organlzatlon, except as may other~'lise 'be re-
qUlred la~,,~7., O':'"Jner or Engineer faay furnish LU any SUbCO!1tractor or other
person or organlzatlon, to the extent practicable} evidence of amounts paid to
Contractor on account or specific Work done,
7,.703 The divisions ana sections at the Specifications a11d the identifica-
tions of anv Dr shall not control Contractor in dividing the Work among
Subcontractors or delineating the Work to be performed by any specific tradeo
707;4 All Work performed tor Contractor by a Subcontractor will be pursuant
to an ate agreeTnent bet:'\^Jeen Contractor and the Subcontr,actor which
the Subcontractor to the applicable terms and conditions of
Contract Docurnents ror tile beneri t ot (J%'ller and Engineer anctcollta1.l1.s
\'121.Ver sions as required by paragraph 6.~1..4,. Contractor sha.ll pay each
SUDcontrac ;;::; lust share or any lTISUrance H10ne)'S recelv81j Contractor on
account of losses unGer pOllcles issued pursuant to par 6~lD4.
7 .. 80R.AL i);.G IZE Ei)fE NT'S
'No oral order obje:ctiofl3 clalIIl or notice 8.Tl)T par to the others shall
arrec'[ orm.od an"'? ot tne terlflS or obl tions cortt ined 'In a 11"\7 or tilE Con-
tract Documents, ana none or the orovisions or the Con ract Documents sha 1 be
held to be waived or modified reason nY any act wha soever, otner than a
definite upon wa~ver or modificat thereof L and no evi-
dence shall ue introduced ,n any proceeding ot any walver UL ific
tlon~
7~9 NONDISCRIMINATION IN EMPLOYMENT
------
For Work under these Contract Documentsj the Contrac agrees:
(a ) That in ttl:?- hi ring 0 f COtnffiOn or ski 11e,j laber fOI~ the orrnance of
any 1,.york under this Contract or any subcontr'act lle:ceunde no CO.cltl'B..ctor
material sUDDlier nr vendor shall, reason of race creed, color or national
orlgln, discriminate agalns the person or persons wno are qua ified and
available LV perform the Work to which suCh emp relates;
tbJ That no Contractor, material supplier nr II manner,
discriminate against or intimidate or preven the c of ~nv person or
persons, or on be hired; prevent or consplre co prevent any person or per-
sons from the oerformance at the Work under ~nlS tract on account of race)
creed, color or national origin~
(c) Violation of this seetloD shall be cause for cancellation nr termlna-
tion of the Agreement between Owner and Contractor~
..~ 2 3
1/85 - 8505b
Copyright 1985
BonestroG; Rosene, Ancle:.clik
& Associates~ Inco
7 ,,10 _DECISIONS ON DISi\.GB.EEf'lENTS
7~lO~1 Claims, dlsputes, disagreements, or other matters In question between
"-'1'"' ""' ;-' 0--' f~ ..... .t"., ...., .;- 0 - <)., 1 O. ~l' .~ ~ . , , &" - ('" L - ,1 k
l.. it:: V .11....1. a.t.. L r ana C 1e . 'f:Jner re _ a c l.ng 'CCJ cne exeCUL lon or progres S 0 I tne \J'lor'"
or the interpretation of the Contract Documents shall be referred initially to
~~:e :ngineer tor decis ion ,;hich he wi 11 render in writing within a reasonab 1e
7.1002 claim; dispute~ disaereement or other matter that has been
referred 'Co t~1e Engineer j except any vlhichhas b\gen \"laived by the mak.ing or
acceptanc.e or fin.al paYlnent:; shail be subject to al~bitration under Paragraph
71>11 belu\;l upon the 1fr.citten dergand of either party~ HOv,7:ever~ no demand for
arbitration or ctnv suen claimj dispute or oth.ermatter Inay be made until the
earller of the date on WhlCh the Enzineer has rendered his wrltten decision.
or the tenth atter the partles have nresented their e"l1.denC'2 to the
Engineer or have Deen glven _ reasonable opportunity to do so, :r the Engineer
has not rendeL'ed his 1. ten dj2Cision that dateo
7clOe3 T~ a decision of he Engineer is made in writing and states that it is
final butsul)Ject to appeal, no dernand Ior arbitr,9.tioIl or a clairn~ dispute or
other matter covered by such decision may be made Lacer than thlrtv days atter
the date on T:lb:i.ch the par tt12 deDland recelved thedec:Lslon The
failure co demand arbitration W1thln said thirty ~ will result In
the Engineer's decision becoming final and bind upon the Owner the Con-
tractor" Tf: the Enginef:~r rend.ers a decisi{YG aIter arbitration proceedings
n8~ve been initiated ~ suet1 decision Il1av be entered ;:;F~ e'.Jide11ce but 1JoJill 110t
. ""
supersede any arbitration pr unless deCl lOTI Lb le to the
partles concerned.
7,,11 AHB TRATION
7QIIQl All claims, d tes and other matters Clon eu of~ or
~~l~.{~i~~v~Obe:~e;",;~;~:act ~~O~CU=:f,~g Oc~r the br:;;:~: ~:e~~~~ payment f~: ~~~;:~
by failure to G21na.nd arbit;catioHt;vithin the tlU1E: 1 ts snecified shall be
decided 21C'b it r2 t ion J...U a CCOl'"C1anCe ';tJltil trleLonS t ion Indus Atrb i tra--
tioD Rul,es ot the Amer-lean Arbitration Elssociation then obtaining unless the
parties mutual agree otherwise & Prearbitration discovery shall be conducted
in accordance t~7ith Rul(2s 26 through 37 ot the Fed<:..::al t(ules of civil Pro~
cedurel> No a",rbitration relating to the Contrac.t DOC.UlneI1ts shall include by
consolidation, lOlnder 'Or othertvise, anv Derson enti (includ the
Engineer) not ~ party to this Agreement without the wrltten consent or such
other DerSOH or .entitv ~ This agreement toarbltra e shall be specifically
enforceable u:nder the pr'e\iailing arbitration lcUiio aT?lard re.ndered the
arbitrator shall be final, and judgment may be entered upon 1 1n accordance
with icable law in any court having isdiction~
7 ~ 1102 otlce or the delnand for 8.rbitr.atioI1 S118"i1 filed __.. 1/lr1.tl.ng \;~lith
the ot~tler Da to Li!.t:: Contract ,'3-nd '"lith the Aluerlc2I1Arbitration p~ssociatiol1,
and a copy shall be filed wlth the Engineer~ The tor arblt tlon shall
_. 24 ~.
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Copyright 1985
Bonestroo, Rosene, Anderlik
~ A~r'~~~~.{-~~ i~n
be made within the time limits specified and in all other cases within a rea-
sonable time after the claim, dispute or other matter in question has arisen,
and in no event shall . .... be made after the date when institution of legal
~L. or
equitable proceedings based on such claim, dispute, or other matter in ques-
tion would be barred by the applicable statute of limitations 0
7011.3 The Contractor shall carry on the 1Jj 0 r k and maintain the progress
schedule during any arbitration or other legal proceedings, unless otherwise
agreed by him and the Owner in writingo
7012 I~TDEMNIFICATION
To the fullest extent permitted by law, the Contractor shall indemnify and
hold harmless the Ow'ner and the Engineer and their agents and employees from
and against all claims, damages, losses and expenses, including but not lim-
ited to attorneys' fees arising out of or resulting from the performance of
Work provided that any such claim, damage, loss or expense (1) is attributable
to bodily injury, sickness, disease or death, or to injury to or destruction
of tangible property (other than the Work itself) including the loss of use
resultil1g the re frorn, and (2) is caused in vlhole or in part by any negligent
act or omission of the Contractor, any Subcontractor, anyone directly or in-
directly employed by any of them or anyone for 'whose acts any or them TIlay be
liable, regardless of whether or not it is caused in part by a party indemni-
fied hereunder,) Such obligation shall not be construed to negate, abridge or
otherwise reduce any other right or obligation of indemnity which \vould other-
\~7ise exis t as to any party or person described in this Sectiono
In any and all claims against the Owner or the Engineer or any of their agents
or employees by any eLflp loyee of the Contractor, any Subcontractor, anyone
directly or indirectly employed by any of them or anyone for whose acts any or
them may be iiable, the indemnification obligation under this Section shall
not be limited in any way by any limitation on the amount or type of damages,
compensation or benefits payable by or for the Contractor or any Subcontractor
under worker's or workmen's compensation acts, disability benefit acts or
other employee benefit actso
SECTION 8
}l4TERIALS, EQUIPMENT, INSPECTION AND WORK}~NSHIP
801 MATERIALS AND EQUIP~ffiNT FURNISHED BY CONT~4CTOR
8.101 Contractor shall furnish all materials, equipment, labor, transpor-
tation, construction equipment and machinery, tools, appliances; fue 1, pO\'7er s
1 i gh t , heat, telephone, water and sanitary facilities and all other facilities
and inciderltals necessary for the execution, testing~ initial operation and
completion of the Worko
80102 All rnaterials used in the Work shall be of good quality, ne~~! unless
other~7ise provided for in the Contract Documents, shall meet the require-
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Bonestroo3 Rosene, Anderlik
menta ot the Specifications, and shall not be incorporated into the "t~ork until
revi eif7ed by the Engineer. If required by Engineerj Contractor shall furnish
satisfactory evidence (including reports of required tests) as to the kind and
quality ~ ~ 2 ""'Il andequiprnent <l
or ma. terJ_cl S
8,,103 All rnaterials and equipment shall be appli'ed, installed, connected,
erected; us ,eel j cleaned and conditioned in accordance \4ith the instructions of
the applicable rnanufac tUTer, fabricator, supplier or distributor~ except as
ot'b.er'rlise provided In the Contract Documentsc
8~2 EOUIV P:.LENT IviP.~TERIALS AND EQUIP:rfENT
~'Jhenever materials or equipment are specified or described in the Dr av:rings or
Specifications 'bv using the name of a proprietary item or the name or a par-
.I
ticular manufacturer; fabricator, supplier or distributor, the naming of the
- . intended to esta.blish the type, function arid quality required" Urlles s
1. tern 18
the narn,e 1.5 rollovled by 'i7ords indicating that no substitution is permitted,
materials or equipment ot other manufacturers, fabricators, suppliers or dis-
tributors may be accepted by Engineer . ("" sufficient information is submitted
II
by Contractor to a 1Io"i/} Erlgineer to determine that the rnaterial or 'equipment
proposed 1.8 equJ... ":;lalen.t to that named" The procedure for re '1 ie\~7 by Engineer
'17 i 11 be as set forth lD paragraphs 8,,2,1 and 8e2~2 be lOvl as supp leme11ted in
the General and Specific Requirementsc
8~2~1 Requests for rev:1. e"/1 of substitute items of material and equipIl1ent~7ill
not be accepted by Engineer rrom anyone other than Contractor" If Contractor
\!7i shes to furnish or us,e a substitute item of material or equipment Contractor
shall in a k e vir 1. t ten application to Engineer ror acceptance thereof} certifying
that the proposed substitute ,\tli 11 perform adequately the functions called for
by the general design, be Slffillar a-ad of equal substance to that specified al1.d
be suited to the same use and capable of performing the s arrl e Iunctionas that
. .....; .. The application ~;lil1 state vlhether II0t acceptance ;c the sub-
SpeC1.J:lecl. or O.L
stitute for u.s:e lTI. the ~~ork ',lii 11 require a change l.TI the Dravlings or Specifi-
cations adapt the design to the substitute and t~vhe ther not . .
to or l.ncorporat~on
or use or the substitute l.il connection ,qith the ~"lork is subject to payment of
any license fee or royalty <I All variations of the proposed substitut,e from
that specified shall be identified :in the application and available mainte-
nance, repair and rep la.cell1eTlt service vli 11 be indicated" The application 'tviil
also contain an itenlized estimate of all costs that will result directly or
indirectly from acceptance of such substitute, including costs of redesign and
claims of other contractors affected. by the resulting c~hange , all o.c 1vh ich
.L
shall be considered by Engineer in evaluating the proposed substitute" Engi-
neer ftlay require GOD.trae tor to furnish at Contractor!s expense additional data
about the proposed sublstitute" Engineer ~\tli 11 be the sole judge of acceptabil-
ity, and no substitute Tf7i 11 be ordered or installed \vi thout Engineer's prior
written acceptance~ O-VITier ilia"? require Contractor 'co furnish at COIlr:raetor1 s
expe:L1se a · '1 performance guarantee or other surety vJith respect to any
SneClal.
substitute,.
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1/85 -- 8505b
Copyriglyt 1985
Bonestroo, Rosene5 ?l.rlde r 1 i k
(" A q ~ (')(' -1 ::J tp ~ _ "Inc.
~
8Q2~2 Engineer 1:~7.i 11 record tlIDe required by Engineer and Engineeris con-
sultants 1rl evaluating substitutions proposed by Contractor and in makirlg
changes lfl tLlc Dr a'?li iigS or Specifications occas iOlled therebyo .\;Jhe ther or not
Engineer accents a proposed substitute~ Contractor shall reimburse U'V;TIl e r for
the "l of Engineer Engineer-is consultants for evaluating any proposed
~:: 11.a lu4 g (-: s ana
substitl1te~
8 ~ [.lATERIALS FURNISHED BY O~yNEH.
:. ......
8,3;1 -filat e r: i a 1 s specifically indicated shall be furnished by the Ot-lD.. e r Q Be-~
for.e . . or the TIlaterials ::Lnto the \J.lork, the Contractor shall
l nc orpor a t J_ug any
lHspect the rIl2 ~t e.r~"1- a 1 s so fur"nished by the O'\-rne r <> If the Corrt r ac tor discovers
any patent defects l.U material furnished by the O\Vuer, he shall notify the
Engineer .~
o .... r>- Unless other\'l1.Se noted specifically stateci~ rna te r::La 1 s furnished by
o".5~L or
'tile O~(1ner a.re considered La be f.oQbo the nearest railroad stat1.0n or truck
1 ine.~ The Contractor shall transport the TIlaterial s to the job site, unload
and properly protect all such materials from darnage or loss;; The Contractor
shall be respon.sible for lllaterial loss danlage after receipt .... . -
or at Lna ter l,a 1.s at
the point of deliv,ery~
8" L~ STOtLA-GE OFl [ilt\..TERIALS
f,'Ia teria 18 shall be so stored by the Contractor as to insure the preservation
of their quality and fitness for the \'Jork .. 1>Jh en considered necessary:: they
shall be placed on ~,<,<looden plat forrns or other hard; clean surfaces, or they
shall be placed under cover and not on the ground" Stored materials shall be
located to facilitate prornpt ~ ~ Pr i '"~la property s~hall not be
so as l.nSpectlon~
used ('" storage purposes \)71 thou t the \vritten perillls S '.Lon of the O"\cJTle r or les....
lor
see thereof ~
8,,5 SAlv'IPLES
_....-.:ii._~
All san1ples called tor in the Specifications or required by the Engineer shall
be furnished by the Contractor and shall be subrnit tea to the ELl.g i ;u:. e r ror his
reVle\V' ': Sarnp les shall be furnished so a.s not to de.lay the COIP..TIlencerrl.en t or
cOIupletion or :t l~l e Project" The Contractor shall furnish suet! samples of ffiHte-
rial as may be required :tor examination and te.stln.g~ All il1aterials and \Jork--
manship shall be l.TI accordance \'Ii th approved samples~ p, 1 1 safflp1.es or m.a te--
Cl.-!.. )...
rials ("" 1:es:cs shall be ta1:en according to IIle thc}d s pro""lided tOl" 1n the
:Lor
Specificat ions.~
8,,6 FURNISHING OF PRODUCT DATA
.........~~---~^.:._.------..-----
Product Data ar.a illustrations; standard .schedules; perrOr1l1anCe charts .:, 1 Tr--"~
~ ~........
structions, brochures, d.1. agr aInS and ot11er inforrnat ion furnished by the Con~
tractor to illustrate ~ '-W: product SysteTt1 :cor some portl..on of ,'- 'L~ __
0. TriaC e r 1. a 1 :; Ol~ Lu.e
\~l ark ;;
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1/85 - 8505b
Copyrig~bt 1985
Bon.estroo~ Rosen.s, AndeI~lik
r_ ;\ ~ "'~ .....-.-..r:.. ~ ~ f- ~ r; T.r'......
806~1 m, Contractor shall furnish such additional copies
l.ne one copy, or a.s may
be requIred by the Special Provisions, of complete Product Data for every
manufacturered l.tem or equ~pment and all cOfl1ponents to be used in the \~ork ;;
including specific pertorn1ance data} material description;] rating~ capacity,
v",orkirig pressure~ 1112 te ria 1 gage r'I~ thick.ness, brand name} catalog number arid
- ... V.l.
general typeo
80602 This data shall be compiled by the Contractor and reviewed by the Engi-
neer b'erore any or the equipment 1.8 ordered"
8cbo3 All data shall be indexed according to specification section and para~
g r a ph for easv referenc€c
80604 After rev 1 elJ , this data shall become a part of the Contract~ and may
not be deviated from except upon written approval or the Engineer..
80605 Product lJ2'Ca for equipu1en t rev i e\:led by the E11gineer does not in any
case supersede the Contract Documents" The revie"" by the Engineer shall not
r '2 1 ie "';Je the Contractor from responsibility for de-viations from Drav7ings or
Specifications unless he has in \'lr it ing called the Engirleert s attention to
such deviations at the t::Lme of furnishing said data" Nor shall such reTl iew
relieve the Contractor froll responsibility tor errors or any sort 1.I1 t l~l-e items
furnished" 1111"e Contractor shall check the ~rJo r k described by the Product Data
i>l i th the Contract DOCUTuents for de'-liations and errors"
8~6,,6 It shall be .:- t., .-' -responsibility of the COT'ltractor to illsure that items
L1J.t::
to be furnished fit tt1e space available~ He s11al ff1ak..e necessary field
measurernen t s to a.scertain space req u i re.lnen t s , includirlg those tor connections,
and shall oI~ct:er such Sizes ana shapes or equipment that the final installation
shall suit . , l1Jtent and meaning or the Dra\vings and Specifications 0
'Cne
8,,6,,7 1t/he r e eq u i pTIlent requiring different arrangeri1eni: or connections from
those snOT;rn J.~ s al101;Qed it shall be the responsibili of t.h,e Contractor to
install the eQUipment so as to 1 '1 for proper operat:Lol1 and in ~vi th
a l.. 10"\:7
the 1. n t,::n t or t:ne Dl" a1;~7ings and Specifications; ~l to Inake all cha.nges in the
anG
work required by the different arrangement of connections~
8..6~8 Product Data shall be promptly submitted , the Contractor after he has
oy
revie'f]ed .~ checked and approvea the data to determine ,'1t they are in harmony
\v i t 11 t"he requlrements of the Project and \iJ1- th the prOV~S1..0ns ot .. , Contract
1:n.e
Documents and after he has verified all field rHeas uremen t s a 11 cl construct1.0n
criteria, materials, catalog datac -I" - ~ # the
numbers an.d Slillll.ar LTI s u tnI11 t t :Lng
Product Data, l::ne Contractor certifies that the T/Iorl( I'epresented the data
has been coordinated \J11 th the Contract DOCUlnents and ]~ relevant field condi-
tions"
o .., QUALITY OF EQUIPlyTEl\lT Al'~D l"lA.TERlp~LS
o ~ 1
8~701 In order to establish standards of quaIi , the Engineer;; ion the Spec-
ificatiotlS, has !.~eferred to certain products name ctrid catalog number ..~ This
-.. 28 -"
1 /85 ...... 8505b
Copyright 1985
Bonestroo~ Rosene.s .:.linderl ik
.. -
procedure lS f10 t: to be construed as e 1 irnina t i ng frofil eompetition other pro....
ducts ot eq U 8.1 'Or better quality by other IIlanu Ia.C turers \:vhe re fully suitable
In deslgn unless o th e r"'\A7i 8 e specifically stated In the Specifications (see
Section 8;>2 for substitution procedure)~ If a product referenced by catalogue
11. a Tn e or number 18 no longer available, Contractor shall recommend to O'\vTler and
Engineer another product of comparable quality~
8~7~2 The Contractor shall furnish the complete list of proposed desired sub-
stitutions prior to executing the Agreement, together !;7i th such engineering
and Product Data as the Engineer may require~
8;o7c3 ~f11 e Contractor shall abide by the Engineeris recommendation "fllhe n pro-
posed substitute Inaterials OT items of equl pUlent are not recommen.ded for in"'-
s t a 11 at i 011 and shall furnish the specified material or ~ " or equiprnent 1.n
~ t:e 111
such caseo All proposals for substitutions shall be submitted in "\vr i t i n.g by
the General Contractor and not by individual trades or fila teri a 1 suppl.lerso
Tile Engineer \:li 11 revie\,q proposed substitutions and rnake his recommend.at~on :Ln
vr.citing vlithina reasonable time.~
8 0 SHOP DR...4J'JINGS
.. 0
-....--._--...--~-
8,,801 The Contr,actor shall provide Shop Dravyings, s,ettings schedules and
such other dra\~}ings be necessary for the . .,.. the 'vlork the
as Inay prosecut1.on or: l.rl
shop and 1.I1 tile field as required by the Dravlings, Specifications 01. L
neeris i TiS"t rljC t iO.l-iS c Deviations from the Drawings and Specifications shall t)8
called to the attention or the Engineer at the t inle of the first subrniss ion of
Shop Dra\!iings and other d ra~~;ri ng s for approval.. The Erlgil12ce r 1 s re "\ll eT;l '--"" ......... aiL)7
clravlings shall not release the Contractor fronl responsibility for suef;, de'\lia-
tlonso
8;o8~2 Shop Dr avJi ngs shall be promptly submitted by the Contractor 8..ft.er he
has revie\lred, checked and approved the data to determin.e that they are -; T'i
haril1on"'~! ~~i.i t h the requirements of the Project and .~'i it h the prov1.s1.ons or. the
Contrac t DOCUIIlents and after he has verified all field illeasurements and con~"
~ ~ .. criteria. materialss catalog numbers and s iIE i la l" data" s UbUll 'C ~
s-cruct:1.on
ting the Shop the Contractor certifies tha the 1 renresenceCl
U r a\~J lng s, '\<; 0 r K
the Shop Dr a.~';1i ngs has been coordinated ,\:,ll t h the Contrac.t Documents and all
rele~" an t field conditions~
8Q8c3 Shop Drav7ings shall be submitted according to the following schedule:
(a) Not less than three copies or such other number of caples as I'n c:.~? be
by the Special Provisions shall be "l1li" ~ till th reasonable prOTnpt.",~
requ~red 8ubill~tteG
ness and in such sequence as to prevent delay of the Work.
Cb) The ~ng1.neer shall, vii -en in fourteen (14) davs of the subrnit ta 1 r
or a:ny
Shop D I" a'\'] i n g s ~ -return one copy to the Contractor ill&-rked 1vi th Engi_'i12 2 :~~' s c OTil~
fnents ~
(c) The Contractor shall then promptly make an";; neceSS8.ry c .,:: 1~ It: e c t: i OIlS or
changes to the Shop Drai;qings to conforl1t to the corfffilents made by the Engineer"
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1/85 - 8505b
Copyright 1985
Bonestroo, Rosene, Anderlik
& Associates!: Ine ~
(d) Follo\~in.g completlon or such correct1.0ns or changes> the Contractor
shall ly re SUbUli t to the Engineer the required nurnber of caples of the
revised Shop Drawings..
Q n / Engineer 'II "'1 ,.;~ revie\v \4ith reasonable promptness Shop Dra\;qings and
\....1", 0 ."'-~ t,~7~ 11
samples but Engineeris revievl shall be only for conformance vIi th the design
concept or ttl'2 ec.t and tor compliance 1Nl tLl ttle infoTIuation given in the
Contrac Docurnents and 8hc'111 not extend to means, rne thods, sequencesj tech-
TI1Gues or~ at construction or to safety precautio~ns or programs
incident thereto" The reVie"f;'1 of i tern as ~. 1 ~ not indicate re-
a separate SUCh~11 1
Vl eT.iJ or the as seInb ~n \1~lh ich the item functions .~ Contractor shall make any
corrections reauired by Engineer and shall return the 4 ~ nu~mber of cor-
requ~rea
rected caples of Shop Dra\YJings and resubmit new sarnples for revie1;v ~ Contrac-
tor shall direct specific attention in "'((irl t lng to revisions other than the
corrections called for by Engineer on preVl0US submittals Contractoris scamp
or appro\Jal 0'.... any Shop D r a\~7ing or sampie shall constitute a represen.tat~on to
1i
OvITt e r ana. E'ngineer tnat Contractor has either determined an.d verified all
quantlt1.eS, d imens ions" field construction crlterla;j materials) catalog num~
bers; "l o '-1 data full responsibility for doing ., that
ana S lrD.llar or aSSUTIles so, ana
Contractor has ~ .. coordinated each Shop Dra\qing or sample \vi t 11 th.e
re1llev.Jea or
requirelnerlts or tit2 ~'Jork arid the Contract Documents.
8e8 ~ 5 ~\f.Jh e l-e a Shop Dr' B';;,oli ng or sample IS reGuired by the Specifications, no
related \tlork shall be comrnenced until the ~ ":L.' "1 has been revietjjed by
SUDilll '[La 1
Engineer..
8..8~6 Engineer s rev ~eiil of Shop Drawings or samples shall not relieve
Contracto:c t r Offi. responsibility for any deviations f r {)111 the Contract Docu~
TIlents unless Contractor has In v7riting called Engineer' i s a tee Tn: 1. 0 n to SUCL1
de-v~ia t ion ~~ T('" the l111.2 or submission and Engineer nas given \llri t ten c.oncur-
rence \,,;ri th the s pe C l t 1_ C .... :~ " shall
devlatLon; nor :a 11-\[ concurrence :Ln ee r
relieve Contractor I r OTn responsibility fo-r errors or OIilissions l.n the Shop
Dra;,vings e
8,9 F~CI:;E S S TO liJ~J.D OESERV AiTON OF ~~OFJZ
__--..:~-.-.-......,_...~...
81:9Ql Engirl.eer and Engineer-is representat~\7es ~ O"tt1er represerlt.at 1.17eS r""i 0w
VJ...
O"\mer" testing agencies and governmental agencies \q~ jurisdictional l.nter-'.
ests i;tli 11 ha"ve 8.cces s to the ~vork at reasonable t ilue s for their observation;
inspection ana testIng;) Contractor shall provide DrOD{:~ r and. sare c:ond.1. t 1_0118
for such access~
8~9v2 tAll materials and equ i prflent and each part or detail of trle tilo rk shall
be subject at: all t irne s to observation by th.e Engineer and tIle OWTle -r, and the
Contractor 'f,/llll De r.eSDons ib Ie for strict adherence 1::0 the intent or tne Con--
tract Docurneri ts -r"'egard .., IJ . of materials~, 1 the dili=~
-j n to qual:t1:Y ana
gent . .~ ~, .~- \'JO Ttz ? Such .. ~ .;,: wi!: ~ rai 11;;
ex.ecu"c l.on v..!- t....1..i t,:;. observat~ons may :L 1'1 C .1 tl d. e .Ol~
S L10p ., ~ and any TIlater1.a 1 furnished under the s e; Specifications sub~
lnspectlO115 1-.;:'
Jset "tfJ 811.ch obs e:C"v"a t ion '1 The Engineer and O\;iTner s rid 11 be a 11o'V7ed access to
all Darts at ttle v'7ork. ar:.d shall be furnished 1llith such informBL ion and 8.S S 1.8 t""'"
a.nce ".0)7 1': h"(= .(~O~Q t: I~ a C"t 0 r as is required to -:rl1ake such observations4
-- 30 --
1 /85.--~ 8505b
Copyright 100:::
.,l...;JO-.l
HOlie s t roo, Rosene " Anderlik
.~ .:.b:.ssociates, Inc<l
BclD TESTS AND INSPECTIONS
8GIO.l Contractor shall give Engineer tlmely notice at read~ness or the Work
for all reQuired inspectionss tests or approvals~
8elOG2 If any law0 orOloance. rule, regulation, code~ or oreer of any ilC
body ha"\Jing jurisdiction reOUJ,res a:n.y \~ork (or part thereof) to speci.fically
be inspected, tested, or approved, Contractor shall assume full responsibility
theretor, pay all costs 1D connection therewith and furnish Engineer the re-
quired certificates of inspection, testing or approval. Contractor shall also
be responsible tor and shall pay all costs In connection with any inspection
QT" testing required ~L!.l connection ""lith O\qner~ s or Engineer s acceptance ora
ma"nufacturer, fabricator; supplier or distributor of materials or equipment
proposea to be incorporated 1U the Work, or of materials or eaUlument submit-
ted ror approval prlor to Contractor's purchase thereof tor i11corporation irl
the Work~ The case or all other inspections! tests and approvals required by
the Contract DOCUfnents shall be paid by O\,~lner (ullless other\<lise specified)"
8~lO;3 All inspections, tests or approvals other than those required by law.
ordinan.ce. rule;; regulation, code or order of any' public body ha'l:Lng jurisdic-
tion shall De perfOr1l1ed by organ:Lzations selected by or acceptable to O'>7Tler or
Engineer"~
g ~ 10 !l 4 I f an~,/ \4Jorl( t11a t 1 S to be ins pee tea ~ tesea or ap 1.8 covered
without written concurrence of Engineer, It must5 l l requested Engineer, be
uncovered for observation~ Such uncovf2ring shall be "C- Contractor; s expense
uTlless Contractor has gi-ven Engirleer tilnely notl,ce 0 COlltractor s intention
to cover su(::h \,lork ana t~ng1.neer has U'J L ac ted ,;,'li th I"(~asoDab 1e s in
~ .
response to such notlcea
8" 10" 5 Neither obser.'Vcltions by Engineer riO!: in.specT:ions tests or s
by 0 thers sha 11 re 1 ie\.7e Cont rac tor frOfn his ob ligat ion}~ to tIle '~'Jork. 1 7:
accordance with the Contract Documents~
8~11 UNCOVERING WORK
If any Work is covered contrary to the written reaue or Engineer ~~ must,
if requested by Engineer, be uncovered tor Engineer's observation and reDlaced
at Contractor's expense~ If Engineer conslders 1[ necessary or advisable that
covered Work be visually examined by Engineer or inspected or tested
o the r s, Con t r a c. t or )i a r. En gin is e rt s r e que s t ; s h all un CO-,f 3 r;; e X'.p 0 S e. or 0 tti er\;~71. se
make available for observation, inspection or testing as Engineer may requ~re
that portlon of the Work In question; furnishing all necessary labor; material
and eatl!.;- it is round t ha t such \"J ark 1. S d.efE:c ~ ve.; Contr ac tOl: sha 11
bear all tt18 expenses or such uncover ; exposure;; observCl ion.) 1,on
and testIng and of satisfactory reconscrUC~lon, including for
additional 'Droff:;ssional ser\Tices ~ and anOr,der
shall be issued~ 1 ;1-. hO\nJever ~ such \;'Jcrk~ lS to be d{~fective t.;on-
tracto'f" SL1al~;::allov7ed r.:Ul increase j t, the COTltr-act rice or an {3:xt>2~nsion of
tile Contrac Tlill2; or bathe directly attributabl,e snell unCO",12 expo'^~'
-- 31 ~
1/85 -- 850Sb
~~:~~tro~ l::~ene. Anderlik
& Associates. Inc.
sure, observation, inspection, test1ng and reconstruction if he makes a claim
therefor as provided herein.
8 II 12 CUTTING AND Pl2.J.TCHING
The Contractor shall do all necessary cutting) fixing or patching at the vlork
that TIlay be required to TIlake J_ts se-\.reral parts fit together properly, or to
proper TeCel"Ve the "\rJork of the various trades, or ~ as required by the Draw-
ings and Specific,ations;) to cOInDlete the v7orlc~ FIe shall restore all such cut
or patched \"Jork as approved by the Engineer., Gutting of eX1.st~ng structure
that shallentianger the ~'lork, adjacent property.' vlorltmen or the public shall
not be done
8 " 13 \JJ1\RRi1.'NTY .A.NDGUARANTEE
Con t r ac tor '~varrants and gua r antees to Ovlner and Engineer that all v'Jork, l.n--
eluding materials and equlpment, will be in accordance with the Contract Docu-
ments and will not be faulty or defective~ Prompt notice of all defects shall
be glven to Contractor upon discovery~ All defective Work, whether or not in
place; Inay be 'ecte.d, {";orrected or accepted as provided in paragraph 8,,15
and 8 ~ 16 ljlThis '>larran and guararttee sha.ll h/~ ~n addition to and not in
limitation n+ any other warranty or guarantee red by law or these Con-
tract Documents, including the provisions of paragraph 8.14~
8~14 ONE YEAR CORRECTION PERIOD
If "'llthin OIle year after the c\a'te of Sllbstantial letion or such longer
period ot t:UIl2 d~1 ffi,avDe Drescribed by la\v or tIle terTI.is or allY applicable
snecia ":reQuired the Contl.act Doc1..l1nents any specific pro-"
V1S1on of the Contract Documents, any Work is found LU be defective, Contrac-
tor shall prOlnpt s ';!lithout cost to O'\tlner and j..n accordance 1;ilith O~<rner 8 "Vlrit-
tel1 instructions? either correct such defec:ti"\l'2 i'vorl:'c; or, :if ii. has been
re lee tea O"~~ti'ner ~, rernove it from the s 1. te and rep lac.= .;.;- \'11 th nOIHlerec l."v'e
Work~ If Contractor does not promptly comply with the terms of such lllS ruc-
tiO!lS;i Orll1 ~n emergency vJnere delay vJould cause serlCYUS risk or loss or dajn-'~
age, O:;>rn;2r rnav nave the de fee t i ve\,York corrected or Leu::; :.rejected '~qorlz reTI10ved
and replaced ana .ql1 direct and indirect cOS'cs or stich removal and replace-
ment, includ compensation for additional professional serVlces, of Engineer
or others ~ shall b,e paid by Contractor.. This obI tion shall survive any
termination of the Agreement between Owner and Contrac
8 c 15 COF..RECTION OI<, H.E}YI0Vi~...L OF DEFECTIVE ~\TORI(
~~-----
II required neerj Contractor shall pro'ITlptlYJ \vithout cost to O\'lIler an.d
as sDec:Lfied Engineer; e~tt!.er correct any def'2cti1le \~ork, whettls:r' or not
fabricated, installed or completed, or, if the Work has been rejected
neer, remove it from the site and replace it with nondefective Worko
- 32 ~
1/85 -- 8505b
Copyright 1985
Bonestroo, Rosene~ Anderlik
- ~
{'1 -;... ACCEPTANCE OF DEFECTIVE \,,JORK
b .,.10
-
If, ~ .^ or removal ,
111.8 t:ea.d reqUl.r:Lng corr.ec t :Lon or ana replacemel1t of defective
\"lark ~ Oe~+l n e r' / '1 to Enginccer ~ s recomnlendat ion or final p aYl'nent ~ also
\. a no :; Dt"l.Or
\ Dr.e.t e!~.8 to accept 1-t" O'<,'lner do In .: .r; acceptance
fila y cr>. such case,
.- l...IV ~ 1-l...
occurs l")r l.O!- to . t recolnmendat ion of final paymen.t ~ Cha.nge Order
lneer's .....
shall 1. ~ ~ re"'~jis ions the
D.e Issued :Lng the necessary 3-D Contract Docu-
1l1ents ~ I- ~ ~ of/' reduction in COlltract ...... . if the
l1:lciuGln2 appropr:Late the .t'rlce; ors
acceptanc.e occurs arter' such recolnrrlencl at ion J an appropriate arnount shC111 be
pald Contrac tor toO\o/'ner:
8,.17 (j ~\~~)1\1 E }!~ STOP THE \c<JORK
~~~~---------------
it .tl~'t.e '~;Jork is defective; or Contractor fai.ls to supply sufficient s lzi lIed
r,c~lork~In,en or suitable materials or equipment, O"Vlner may order Contractor to stop
the T;Jork ;; or anv portion thereof;; until the cause for sueD ord.er has been
e 1 irninated ; rlO\";;J"eve r ~, trilS right of O\;lTI. e r to stop the \'Jork shall riot give rise
to a 11 )7 (Iu on ~c [1 :2 part: of OvTner to exerClse this right for the ben.efit of
Contractor or a'flY other party;>
8 10 O~rNER CORRECT DEFECTIVE VJOPJZ
.........0
_~'____~.,...;..v_..._..o.o:..:-._.\':"---..-",::~
If Contrac rails 1;t7i"tl1in reasonable time ,- . CI . ~ notlce of Engineer
..... at t er ijqr ~L "cen
defective \tlork and. replace . ~
to t:.o (;:orrec:t thF2 or to rernO"'-7e re1ected
lrIo r k .Cl:S rLeer~ l.n accordance 'vJith SillS, or if Contrac-
tor fa i 1.8 t:.o \-Jo r k 111 accordance V7l t L1 th.e C~J.rl t r ac"t DOCUlnents (in-
c.lud ot t: 1'1 e progress schedule) ;z OG'TG.er Ina"<;7 ;. after seven
days; I~ p 11 notice to Contractor" ana ContractorIs Surety, correct and
reInedy .a 11. -;~7 Buell. '1 ";:..j! ln ex>ercising :its this p.aragr apn ~~
Ci e 1: 1. C rl U 1-1 d e r:
O'i~7ne r snal itiously~ To the e.xtent necessary to complete co r--'.
. . and rerfiea i 1:1 1 ' . O\Vn e r Inay e:xclude Contractor from all or pa.rt at
rect.1.ve act.l.on::
t :rl>8 site f)osseSSlon () ): all or part 1-11- the ~\7ork ~ -BH 11 {j SllS pend COI1tractor! s
se r~\lJ_.c.e.8 related t.t1..ere"t=o :; t.alc.e possesslon or Contractcris toolss :Lances,
C orL.S .oc ru.c .~~ j~ :01:1. and tuaChlnery at tD.e Sltc2 ail (1 ~ . in r:i.1f3 \AIO r k
e.qtll ].Il.COi~pOI..a 1::8
all mater is and e(lU .~ stored at the BiLe or for v;h i eh O,;yue r has pal.G
Contractor :t'U"t ich .are .s.toy.ed e 18 e'\ifhe re ~ Contr.a.ctoI* shall a 11o':1} OT;c7I18 r :ii
O'\vne r repr.es.entatives j1 agents arid en1ployees "1 to the . . as Inay
sueD access 81.t::e
be tleCessary f~ (''Co enable Ow'ner to exerC1.se ~ . . ~ . un C1 f:Z" this A.ll
1.'[8 r1.gnt:s
1 · , an.d i'fiG i ree t costs O~'./n e r in exercising such r:Lg11ts shall De c.harged
a~reCL or
~ , COIl trac tOT.' ern aUToun t reV:Lce\'Jed. by Engineer; and :suhch am.ounts shall
a ga:L TIS t: lfl
be deducted from "Cne Contract Price~ S ue: 11 direct "l indirect costs 8112.11 in E,",
E1."llG
cludej 1.11 icu.lar bu "\<vithout li:mitation, :7LOil for additional pro-
fessional Ser\7:i.ces :r e (] t.1. ~L r e :(1 aIld all costs .or repa~Lr and rep 1 acerl1ent of 1;:Jork of
otJ1e rs . " rern.o"v.o.1 or I'.e.p 1 acen1ent .ot COIltrac~
c.eST':: () J~~ correct'lon;::
tor1s .u.-2 t €:.c l~le COIltrac to I:: shall nOT": be ;4 .1l e:~tens 1.011 .{J Jc the
C 0 ~[i i:. ]~~ 62 .C t~. t; e .:C ,a 1.1 .S .e- or an)? '.-:!.. t::. '1 .n \"70 r k, .at butable to
tt1€ e;{e r~~:: l.S, e OT/lI1e r 0 f Q;;.;Jne r s rights hereun.d.er '"
-- 33 -
1/85 - 8505b
Copyright 1985
Bonestroo, .Kosene; A.nderlik
,. J. ... ~-- ........
SECTIO:N 9
-=,.;-;:_-~.----
J:fEASUB.Eiv1ENT <\ PAY1:'tfENT i1J\!D Pll0JECT ACCEPTANCE
Q "'i DETF;;.ILED BH.E.A.J(DO\'TN OF CONTR.t\CT AI"lOUNT
/ 0 ..L
~~.:.----...._.....~:-.:~~~':M ~ .......~_______
Except J_U :c.as:es \,qhere un1.t prl.ces form the basis for paym.ell t under the Con-
tract DOCUIllents;; t11,e Contractor shall, '\~7i thin ten (10 ) davs of receipt of the
..'
Contract Documents, submit an itemized breakdown of the Contract Amount l1a-ving
the value$ inclu.ding an al1oT;:rarlce for profit and overhead .~ assigned to each
D8.rt of the \!Jork (' Unless the breakdoi;."rn of the CO!ltrac t l1.illount ~s objected to
by the Ovlne r it shall be used as the basis for all Requ.ests for Payment 0
9Q2 RE Q DE S T l::.? R P A. Y!rlli I~T
The Contractor rnav s u brrlJ_ t periodically, but not more t11an once each mOIlth, a
Request tor ror ~'~ork done and materl.als delivered and stored on the
. .' Payment tor materials stored the site ,\qi 11 be conditioned the
s 1. -c.e ': on on.
follovling:
(a) Tb.8 Contractor s h.a 11 submit eilideIlce to establish the O\~me rS .8
title to such materials 0
(b) Acceptable provisions have been made for storagee
(c) . :f: ~ ~r"j :~ Contractor shall pro",.7ide and ma.~ntaln ~n.surance against all
loss;, ~tl~!eft ." vandalism;; darnage and similar peril for the full value of the
"S ~c:oreG l:.e !.la 1 TIle l.ll.surance on the stored inater:La 1 shall name the
O\k7!"le":r ~lyS j~Tlsu.re.d
Each llequest 1: {) r Payment S !1a 11 b.e it.emized and computed from tIle \.110 rk com....
pleted all all 1. terrtS listed on the Detailed B r e al.;~d\.)\iln or COIltract ""A~mOuIlt,;)
Where unit orices are specified;; the Request for shall be based on the
quantities COlnp lete(l.~ Tl1"e 01tl11e r shall pay to ti1e C01Jtrftctor an aUlount not 0
'e:;g;~ceed 9 oJ: the amount: earned urLCler the Contract subject to
outlined in Section 9,,3 aI1G the pro\ris ions OL Section 904 and o t:. }IO~leve r ;J
;I" ,./,)
\~lhen i::he v,Jori:z required U11der the Contract lS 95;; or more cOillpleted;; t1. POll
recorrunendation of th'2 Engineer~ such portions of 'Cne retained lIlorley shall be
released ;as the O;;;'lne r determines are 1l.Ot recuired +~ ...... be retal.ned to protect
:t:... ')..)
the O~';n'er'~ s interest in satisfactory completion of the Contracto
9~3 ENGINEER i S f~CTION ON p~ REQUEST FOR PAYiv1ENT
_~.4!"~~~_'t";".:': ; ,. ~ , .-.;,;,__;v_~_______
\tlithin ten (10) s of subnlission or any Request for' Payment by the GOlltrac"';;'
tor~ the EngiIleer sha1.1 recorfllnend toOt;7ner:
\::1) 1 of the Request for Payment as S 11 l)lUi t t.e d:, or,
(b) "1 or Slit::' h othe-r amount .as shall cons id.er ~s due
t:i18 Contractor; ;t ~ "r1 the Contl"actor \'lr it Lng or his for
:LnrOrilll.ng ~n reasons
, approval of the modified amount; or;:
.~ 3q. --
1/85 ~ 8507b
Copyright 1985
Bonestroo, Rosene, Anderlik
& l\SSOC ia.tes :; IncQ
(c) ~'~lithholding of the Request for Payment:; informing the Contractor
in \;,Jriting of his reasons forreCOID.lllending ~>Jithholdin.g of the Requesto
9 G 4 O\\~\JER ~ S A.CTION ON i,.Ji A~PPltOVED REQUEST FOR PAYlvlENT
'\.;ritl1in thirty (30) days from the date of recommending approval of a Reques t
for Payment by the Engineer, the Owner shall:
(a) Pay the Request for Payment as recommended by the Engineer1J
(b:: Pay such other 8filount l.n accordance 'Vlith Section 9 e 5 as O~vner
shall decide 15 due the Contractor, informing the Contractor and the Engi-
neer in writing of the reasons for paying the modified amount 0
(c) Withholding payment lD accordance with Section gaS informing the
Contractor and the Engineer in writing of Owner's reasons for withholding
paYIDJ2nt ~
9 il 5 O\'n~ER is RIGHT TO \-,JITHHOLD PAY}fENT
9QS.1 The Owne illay withhold payment in whole or in part to the extent neces-
sary to protec itself from loss on account of any of the following causes:
(a) Violation of any of the terms of the Contract DocumentSe
(b) Defee ti v'e 1jlork not remedied ~ or corn:Dleted w.ork '\t7hich has been datu"'"'
aged"
(c) lieasonableevidence indicating potential filing of claims by other
ies agains the Contractor or Owner.
Cd) Failure or tne Contractor to make payments to Subcontractorss
il .~ ~ .-
materlalmen or suppllersc
(e) Damage to the Owner or any other person~
(f) Contractor's unsatisfactory prosecution of the workQ
9G5~2 vIhen any or the abo'le grounds for \vhich payme.nt 1.8 be1.ng ~lithheld 1.8
removed, payment shall be made for the amount withheld~
ge5e3 Should the Owner fail to pay a Request for Payment within 30 days from
the date or recoIfuuendation or approval by the Engineer and should he fail to
inform the Engineer ana Contractor 1U wr1tlng or the reasons for withholding
pa.yment;- the O\flner shall pay to the Contractor sirni)le lnterest OD. cne past due
amount at annual rate equal to the monthly index of long term United States
bOlla yields tor the montrl pT:'ior to the IHouth lD the obligation 1.8 ~rlcur='
red plus an additional one percent per annumQ
- 35 --
1/85 -- 850i'b
Copyright 1985
Bonestroo Rosene, Ande iLK
& Associates, Inco
9 ",-6 {~;O I~ rl~ R. ~~ c: ~I.~ .0. B~ 1 S ~~~ll0:~,.F~ FZ.LC\ I\J'r"y .0 Fr T I TL E
~-~~._:.........~._....
Contractor 1;7arr an t s 1 guarantees tl1a t title to all t-Jork, materials and
ane
eq U"1 pn12'tl t , b~y Applicat iOll ... Payment, whether incorporated in the
CO-:'lereCl anv ror
Proje(~t or n.o 1': i ~vJ1.11 Dass to O\~"'l1 e r at the 1: 1 ill'2 of pa ym-e n t free and clear of
"J '-1 1 iens ~; "1 ~ lnterests and enc.urnbrances (hereafter ~n tl1ese
all .C LctlIllS";J S8:curl
Cor-ld i t ions of the Contract referred to as itL iens n ) .;,
'9 ~ 7 SUBST.ANTIl-\L COliIPLETION
-~...~-----~-~----.-
.r) -:: 1 \;[h en Contractor considers the entir-e \~ork "I for lts intended
'7 Q I reaay use
Contractor shall~ .: ~; \'lri t :Lng to O'\vne r and Engineer;) certify that the entire
~;T 0 r k 18 substantiallv complete and request that Engineer ~ssue a proposed
.I
Certificate of Substantial COlTlpletion.. ~li th in a reasoIlab Ie time thereafter,
O';'lTl e "!c;; COTitractor and Engineer shall make ~ ~ ... the ~vork to deter---
an lnspect1.on or
sta.tus COlEp 12 t ion" iT Engineer does not · '1 the ~tJork sub-
in '1 1'18 rne or COliS l.o.e r
st8ntially cornpLete ~ Engineer -;~7i 11 notify Contractor in i;~7r l t 1_ ng giving his
-reasons .-#0 "":'1 ~J1l If Engineer COTlsid:ers the 1iJork substantially complete;
cnererOI"c
Engineer ~ 4 Dr2DCtre and deliver to at/In e r a proposed Certificate or Subs tan-
.l l.
tial CorrlP l,e t iOTi '{;ih ich sha 11 Il_X the date of Substarltial Completion.~ There
shall be 8~ t t.a.ctl!2G to the proposed Certificate t5. list or items (Hpunch listn)
to be completed .Ol~ corrected before final pay-mentc
9<;7~2 o 'V1;tn ,2 r snail ha'/e seven clays after receiPt ,.. the Certificate during
or:
1:,,;h i ell he rnake T.+Jr ~l t ten objec.tion to Engineer to pro-..:ris ion,s ot ~ "'!
Tnay as 8.ny rne
Certificate or tached list'J IfJ after . j . such objections, Engineer
........ conSlCler1.ng
(~.O~[i.C lll.:oes 1: 1:1 :a "r: the \,tJ' 0 r ~~;: 18 not substantially complet.e ;; Engineer vli 11 'ijql.tl1 ~n
fourteen ,ar'c"er sublniss iOIl or . ., proposed Gertifieat.e to O\!'711er notify
cne
Contractor "71 1?7T 1 t 1 Ii g J stating nlS reasons therefore J: after COl1sideration
i..,
at ........ ~ ~ t if Engine{::t' considers t112 ~j~"jo rk s~ubstantial complete,
U;;'in1.e r . S 01) e.c.c 3_ons
Engineer \lJ i 11 T;.j l":t h 1. 11 said rourt.een days execute and. deliver to O\~mer and Con-
tractor ..... t211:d 1 Certificate or Substantial COITipl.etion th arLY re"'~lised list
.or l t 121I1.8 t: ~:; De C: ornD 1 e t e d or corI'ected) reflecting such changes from the pro--
posed Certificati= he believes ;:. .. ..-.'~ .... after " ..} ~ :<I or obiec-
as Just1.t~ect cons 1,cte.raCl.on allY
t iOl1S f l~ (; m :O\JJll.e J~ At :: fl ~e t irne of delivery ot the Certificate or Sub~
stantial Gornpletion EnQ.l.neer t,~Ji 11 deliver Contractor a v7ritten
rec OilllTIeno. a t lOB a;'::; to dl\71Sl0n of responsibilities per:d~ng final pa ymerl t b.e'-~
" t\~leen O';vner and Contractor \J,7i t: h respect to ~ , operation, safetY3 main-
secur~"i:y 3
tenance" .riea.t :; util it ies and insuranc'2$ Unless O\~ln e -r and Contractor agree
other">lise . - and so inform Engineer p!_"1.or 'Co h1.S issuing the final
- ~~~7J~ 1- l:
C:er~t i fic.a~~(~ ot Substantial COIn}? Ie t ion; Engineerts c;. f r)r.~.e S cl.id :l ....:="
r e C orr.Due n Cia. 1: 1. 0 n
vli 11 De bi'Ciding on O\~Tl e r and COD,tractor until ~ ... ~ payrn.ent. Uvi11er an.all have
r lTla 1
the right ~.- r.. exclude Contractor from t.: L1 e '\:Jo r k r- .t t~I1e date of Substantial
t~ v arreT"
Completion., b'Ltt 0;;,,,7'[1 e r shall a 11o.\~7 Contractor reasollable access 'CO' corflp lete or
- ~.
correct Items list of items to be completed or ~ ~
on t.rle {:::o.r~rec 'C.c.a ~
9 il?5 P l\I{~l~I,~Al UI1II:1 Z.~ATI.Ot~
........_:.~":~._~~:~:_-M':,.____'"
Use. UZ<TLer ......... .-4- COUlD le t.ea portlons of ....~- :i-. .,.....,. vlO r 1( LIla y accoffiDlished Dr~or to
.UJ... LUe:
Substantial letion or all the ~..Jork sub jec t ~v the fo 11o'i;l7ing:
- 36 ~
1/85 ~,~ 8507b
Copyright 1985
Bonestroo. Rosene~ Anderlik
~ ..
6: Associates ~ Inc,~
8 _ O~'Tner CLL an\! t TEe 'request Cont":racr:or in \\j"ritirig to perrnlt O'\rfler to
~~~rc~n~:~~a ~~ ~~ ~l::d ~J~v~~h~~ ~ c r~ i(~:~~~c~~ ~ i::~:r ~~r~~c:u~~ ~~n ~~~~ ~~u~~:;~e ~~ ~~~
othe"r parts OT the \;10r~:.; If Contractor agrees} Contractor '01111 certify to
GidneY" that said part or the \,Tork lS substantially cOD1nlete aIld
request lssue a proposed Certificate of Substantial Completion rOT
~nar Dart (",r the W:ork~
9 }"Z ") ....~ :rea.sonabie tllTle thereafter Olffier;, Contractor and Engineer
shall make ~n inspection at that nart of the Work to determine lta status ot
,et ion,. 1 r Engin.eer do;?;s not cons ider :cnat: part of tt1e \'lork to be sub~
stantialconrplet2;) ine,er" \tJill notir)? O~.-n'2r a~"-H1 Cont:::-actoT in vrriting giv-
ing filS !,f28.S0nS therefor.. I: Engineer considers that. part or the '~~ork LO be
substaD.tiall Engineer' '\vl.Ll execu..te and deliver to O'JTner and COI1-
tractor ~ Certificate ~o that errect, fixlng the date of Substantial
tot: hat p a T'C 0 f L il e \~lo r k j a t t a c h the r e to a i ~ S tot item s to
COTTected before final pa}l1IH.::nt
978~3 Prior ~u lssulng a Certificate or Substantial tion as to of
the 1~ork, -iT1;OP.Y" :'llll deli'\Ter to O"\Iner and Contractor a vlrltten recom.menda-"
tioD to 'oC.\.-- lV1S1.0n of responsibiliti.es pendin.g final paYTflent bet\'veen
Qri;.tner and Co'nt tor en reSDect to securi ; operat lon;; saIety ~ rtlalI1tenance;l
utl tles and Insurance ~nr that part of the Work WhlCh shall become binding
vwner and Contractor pr the tlme ot issu the fina Ce tlt ce of Sub-
stant :1.9.1 to that the v7ork. unless O'vTi1.er and Contractor
shall ';( n aIlcl so inforu1ed. lneer- Uij}Ti.e.r shall
to exclude Contractor troTn anv Dart 0 V,J"orl( \;Jllich ineer
has so certified sub tantlal complete, bu uwner shall allow Contrac-
tor reasonable access to comDlete or correct items on list or ltems co be
completed or ted~
8,)4. in 11eu or the lssuance ot __ Certificate 0 Sub tantial t1.0n as
to of Owner may take over operatlon or facili constituting
pa the whether or not ~~ 18 substantial lete It such tacl11
"18 T'\!"nr. al1d S2 j'1.7 usab le; ) or '_'"" any" sucn a.ize-~~
over. ana Contractor nave agreed as to the dl or reSDons ilities
between Owner and Contractor tor securl * opera lOTIQ sarecys tenance,
correction period. heatc utilities and insurance with re t ot such facili
9 (5~) No occupa~ncy or ot the \'7ork or taking or operal :Lons or a
racili 'vJll hi:: accomplished Drlor to CO"i.llDllanCe the ts UJ-
Section 6~1 Par j. in respect or proper lnsu eo
9 9 FINi\L I'NSPECTION
~~.:,.'_~_.~~~~~~_...----~
Con t r ac tOT that the 1dork .i..~ <:ornp le te >::13.11-
., en O\'Tner and Contractor ....._ 'C1.0
-; n l n 1>7n J_ c n 1. E; l n spe c ~'1 0 ;c 1::
1.S {,"\j' defect '\7e.:I Contrac or sLialJ. irnrru:::dia 1)::- tabes suet,: :mE:aSu.res
~Q ~rp necessary such deficiencies.
-- 37
1 /85 .~ 8507b
Copyrigllt 1985
Bonestroo~ Rosene. Anderlik
E~ 0:[; 1.2 t:.e 1 f.t:C ,t:
9-;10 FIN'/;L t\PPL ICP.~T'ION FOR P .AYl1EtiT
~""-'."".~~--_--""'-"'~,~"-,--",,,~----
After' C-tJfl t r a.c tor~ has completed all items to be completed or corrected to the
sat jWrS "fac t iOI'l .or Engineer and delivered all maintenance and operatin.g ins truc-
. p schecttlles 1 bonds, certificates f'" < ~
'C:Lons} guara.ntees, or l.nspect~on~ marked~up
r'2cord .ct () .(~ U Tfl t~ TY1"t .s and other documents -~ all as required by the Contract Docu-
TI1 e ":[l t: '8 has indicated that the \1;10 r k ~s acceptable {s1.1b j ec t
to t: Il..2 ot Section ':J 1 ? '\ Contractor may make Application tor Final
.:..,;;... j ;l
t:.he Drocedure tor progress pa yrnenr: s .. The ~ '~.i A_Pl)l icat ion
-- if ~D.a l.
ror 1 be accoInpanied by all dOCUlnentat ion called for ~ I;: the Can--
t l-.ac t DOCUfD.errts and Su~ctl other data and schedules as Engineer may reasor:ab1y
jL t ;: \.~71 "r fi corEp le 1.:2 and legal effecti'\le releases or \Va~vers
Csatisfac O";::ffi :::: T- ) of all Liens arlslng out or ,... ~ "'1 -: "1 il connection
or r ~ lea.
vIi ttl t i-ie \vlJr~l( 0 f ~ leu thereof and as approved by Owner, Contractor Inay Iur-
..i.,.. .:..:..
,j,t "t-+ releases "1 ~'." full; a.ffidavit of Contractor that the
n .J_ s ri an re-
~t e 8. .S ..~~ s include 1 labor; rnater ia 1 ;1 equi pTIlent for
.... ~. s e r""V'l.ce ana
~F;r t1 :1.. <:: [1 ...... filed; .('".l representatl.on that all payrolls; Inaterial and
eo'Ll and other indebtedness connected ~9' it h the vJork for ~Jh i ch
OvTr1 e r Ol~ his proper - ll1 any v-Jay be responsihl'2 ~ ha"'ile been pella. or
o ~i: 11 e ~f~T/l i .s e r' ~ ':~ aTld s consent or the Surety, if any~ to final pay-ment .~ T.c
S L ~s I le.d. :; .......1-
aTlv COil t: tor ma,flU t ac turE~r :; fabTicatc.r;i supplier or distributor fai Is to
..v&. ~~.' :2 ~:r.eie,as.e rull~ Contractor shall furnish a BOlla or other
tu Y.n 1- s t) or L"ece Lil
(; 0 J_ t f2 ]:~ f-l 1 t l"S l~ac to O\ioJner to ...... ." O;;.yne r t any LieIl
lndemnl.
"9 ~ 11 P AND ACCEPTANCE
~~,~;.;'''''--''M--"_ot::__'''~'';.;._~.<___''''''''''''-''~''-'______~__~_
9 1 Q 1 ..L.1..~ {) ~Cl tile bas:1- S /",:, s observation or th;2 1!.Jork construe.....
v
t iorl and. t 1 II.,St 11:18 pe:c:;"t :1 ana Engineer1s re v l (::'il or tile Finai for
~ ~ all by tlle Contract Docu-
dOCUlnentat lon ~ as
the ~,forl( has bee I1 com.Dieted arid Corltractor
obI '[~ons uD.der t118 Con act
)":vl t:h 1 f1 ,..~ " receipt or the Final lC,Eit :Lon tor
- 5 "t.,. <:: .:l.l. .C1"r ~c.er
cate lI'l T;,~jr "1- his recoinmend.at lon UL Da'lfnen t and present th.e application to
Ovn1er for pa ~Tf[l.e n T: ~~ Engineer '~\7i 11 ~Je \~~7"1: 1- ten notice to O\vU e 1" and
C.O"11 t t- .~~ :~ ~~J () :C~ lc 1.8 acceptable sub jec t t:o all applicable lons or
~crle tTact 1) ..0 C UTI1.e 11"t s Othero;qi se, Enginee~c \qi II return the to
COTltrBc tor ~, iria i.ca t in '\vr 1 ing the reasons tor ret:u.s :Lng to re c O~iIl.:!,'1le n d final
~.;. Wj Yl l)7-Lll:C "n .C 8~ .s ~.e Contractor shall rnake tl~l e necessary corrections and 1r.e~
1:r1:2- ....~ .;; ~
i l:ca"C lc;n <V
9,.11..2 t tWl '2 "'1 ~ . ~ and accompal1ying documentation are appropri,ate ctS to
~ 11.CB 1: ~on
f 0 11:1:1 a Yl.:Q sU"U s tarlce , O;;;\mer sh a 11 ~ T;~7 J_ '~: rl i 7.1. thirty thereof PElY
Cont t'fiiC tor t:tl.-2 8.Elount recoffilnendec1 by- Enginee T.c no fault of Con-
~ L .,
final completion .- the \~ork :L S sign.ificarlt y delaved thereof a11d if
L J.:~ a.{~ .0 1'~ ~ or
1. rILl S O\,.mer shall, upon rece1.pt of C.C;'fI.t r:a-c t.o"r ': .s Fin.al 11.pplica~
i: i:or1 ~t.or P and recormIlendat ion of Engineerj and ~fi t110ut terill~natlng the
Tnal'{8 p.a:i!Tt~=n t ot t t'12 '1 "~ du,e t.cJr .t t~l.a t :1_ (1. ri of the t~OrK ful
Dalanc.e
- find accepted8
"'," 38 -,
1 '-":;''';-:'11 850 t)
Copyright 1985
Bon;~stroo F...osene ;; Arlaerl ik
,~ :;.r ~ IIle
A88C~-.C 1.:aL~~.8;;
Q 11 ,,3 -.~ r all ~y balance to be held bv O"ltlTI e r ror 'vJork fully
~ "1- L'2DJ2llnlng not: C o'm-
./
pleted or corrected ..L .:= less than the retainage stipulated in the Agreement;
and if r/{)nd .8 have .Dee L1 furnished as required herein~ the \~lr ~ t t e 11 conserlt of
the Surety to the payrnent of the balance .Que for that portion or the \"J 0 r k
ru 11 v cOElpleted ana accepted shall be sublni t ted Contractor to Engineer \\li trl
~..
the lic.ation for such pa )7Ine n 1: ~ Such payment shall be rlia d e under the terl:ns
and conditions gO\le rn 1. ng fina.l pa )'ffi2n t 3 except that it shall not: COIlS t 1. tu te a
vl.8. l ::~r.e!~ ~~ C 12. 1T115
.or
9 (,12 .C -0 J>I ~I;~ I:~\ C.~I~ -t:J I;;. S CONTINUING OBLIGATION
-.._:_:~~~.:~-
Contracto-r-;s o'bligation to per torrn and corftolete the ~'J 0 r k :iIl accordance 'vIi th
1: rl.8 C -(J ~i~l t: r~ a c "t D ~CJ C 11TIle 11 t s shall be absolute~ Neither recommendation of arlY prog-
ress or final paJrment by Engineer ~, nor the issuance of a Certificate or Sub-
stantial It~tiori; paynlent by O\QT1e r to Contractor under . "i Contract
nor any l:l1E
Documents:; nor any use or occuP8.I1c:1 or the 1~Jork 0"'.... any part thereof by O\VIler,
nor aTlY act or acceptance by O'c.rner nor any failure to do SO~ nor the issuance
or a notice O.I acceptability by' Engineer pursuant to Sections 9~lO or 9~ 113
nor a rl \7 correction or defective l'Jork by Oi:<rner shall C.011S ti tu t'e an acceptarice
of ~~. 0 r k not l.D a.ccordance VJi th the Contract Docurnents or a release of Contrac--
+- {"";T '1 ~ obligation to perform the Work in accordance with cne Contract Documents~
Q "l..... WAIVER OF CLAIMS
./ ~ Ij
~_____.",""'__....._;.-,:,:;.:,..-=<:o__:__:....,~~_
The fflaking and anC:2 of filla 1 pay-menc shall const:Ltute:
9 ~ 13 c 1 A "J ..., cIa lIES by O~<il1 e r against Contractor" except "i ·
~~j.a l'\l e r~ ot ft i1 Cla.~ms
arising tl"0111 un.settled ~ . fr orn defective '1]\701::' iz appearlng after final 1. n ~~
Llens,
spection pursuaru: to Section a a or ,- failure to cOlnp ly ~/7i t"11 tile Contract
.I 1" J I r orn
Do .C tlTf12 11 t s 01-- 1:.h.e te rIE S or any suecial \.J a r l~ a"I~l 'f::L e s or guara.ntees specltled
t: f1"e 1~ .e i 11 .:. no \/ie '"'le 7_" " l.. "L shall not constltute a Tilal.\le r" O'\+7ne r of an""l ts In
respect to Contractor1s contlnulng obligations under the ContT.:act Doeuments;
and
9~13~2 -- l -"~l e ~L"" ot all c lailils by Contractor aga (}f~vne r other than 1:11:0 s e
~ "'" '\,vriting and still unsettled
sly rnacie
SECTION 10
CHANGES IN THE 'l;,y 0 RJ'<:
~---~.._~-~....
10,,1 CHl\NGE ORDERS
----~/_~_..--.~-
'\:Ji thou t invalide.ting the Agreernent, O-\IJUe r rna y , at any t i flle or r r orn t 1. tne to
t i 111e ~ order additions;; deletions revisions in the ~~.]ork : t lu:: s e 'i.vi 11 ,
or [):e
authoI"ized Orders~ lTpon rec.eipt .ot a ChalLge Order. ; ~:::o 11 t r oct C ~t. 0 1.~ shall
proceed \,il t: n t 1~1e \tlork involved'.l All such 'v'IO r I{ sll.~J.. 1 be e2CeCt~. ted u t1ti e r the
applicable :r::Ol1.d i t i~OIiS or ttic COTltract DOCUmeTl1:S '" Ir any Cb.ange Order causes
__ ~a ~
...J-i
1 it").... - 8507b
1/0)
Copyright 1985
Bonestroo) R~..o S .211..e Pi~ri i::1. e 141 i k
& Associates;; IDe"
an lncrease or decrease In the Contract Price or an extension or shortening of
the Contract time, an equitable adjustment will be made as provided in Section
10 or Section II on the basis of a claim made by either party~
lO.~2 FIELD Olf.DERS
-.-..-~~
neeI' mav authorize f!llnOr changes lU the ~lork not invol-\fving an adjustment
'1n the {:~ontract Price or the Contract Times 'Vlhich are consistent 'tvith the
o'\Terail. lntent 01- the Contract Documents These may be accomplished by a
Field Order and shall be binding on O\~mer, and also on Contractor lv-ho shall
perrorm ~ne cnange promptlyo If Contractor believes that a Field Order justi-
fi.es ~ln increase -. ~n 'che Contract Price or Contract Time, Contractor may make a
claim therefor as provided hereinc
10 ~.3 UNliUTHORIZED vvORK
-----~_....~;~~........,~-
Additional "~~ork perfOr1l1ed \c'lithout authorization of a Change Order '\ifil1 not en-
title Contractor to an increase in the Contract Price or an extensl0n of the
Contract Time, exceot 1n the case of an emergency.
10 ::;4. ENGI"NEER RECOl{r{ENDATIOl'TS
-~--~....
O\'Tller shall execute appropriate Change Orders p'repared by Engirleer coverin.g
lTl tt1e ~'Jork ~t7hieh are required by OVlner;) or required because or un-
fOI~ese'en ical cO'D.dlt1.0nS or elTIergencl2s, or b,ecause or uncover1.ng \'Torlc
found not to 2efective, or because of any other claim of Contractor for a
ctlange In the Contract T1..rae or the Contract Price l;llhich is recommended by E11-
glil"ee r
10) NOTICE OF CHANGE TO SURETY
~~~,----~--_-----.-....-.--.-
If notice or BTiY Change affec ting the general scope OI the ~ifork or change :tn
l(iP Con.tr8~ct Price 1S required by the prov'isions or any Bond to be given to
the SUI"ety; _ \tilll be Contractor? s responsibili to so notif'~F the S1J.rety~
arld the amount or each applicable Bond shall be listed acc;ordingly~ Con-
crac'cor shall rurnis'b proof or such adjustment to Ovm,\2.r~
10 6 CLAIMS FOR ADDITIONAL COSTS
~~~:o-
IT the Contractor wlshes to make a claim for an increase III the Contract Sum,
~~e S-~~~;r;~:~e t~~ ~~~i:~T:~~twr:l~tl~~ ~ol~~cetotl~~~c~~fcl:~~~in T~:~ ~;~~c;a:~afft~:
g1.ven the Contr,actor before proceeding to execute the \vork~ l.n an
ernergency endangering lif,e or property in 1;qhich case tl1e Contractor sh.all pro-
ceed in acc.ordance '\vi th Paragraph 10.(,7 No such cJ.a1.ffi shall be valid unless
so rnade If :'-he OvT'rler and the Contractor cannot agree on the amount of the
ustment In the Contract Sum) it shall be referred to the Engineer in accor-
dance with Paragraph 7.8a change 1n the Contract Sum resulting trom such
claim shall be authorized by Change Ordera
- 40 ~-
1/85 ~ 85070
Copyright 1985
BonEstroo;) F..osene;:; Einderlilc
a Associates Inc~
11: the ContTactor c 12 irns that additional cost ~s involved because of but not
limited to (1) any vlritten interpretation of the eng1.neer ;, ( 2) any. order by
the O~"vne r to stop the ~'jork lIthe re the Contractor 1:',7 a s not at fault~ (3) any
'trir i t ten order for a. lTIlfiOr change in the ~'lork or (4) failure of pay'TIlent by the
O\",mer j Contt"ac tor shall Elake such claim as provided iTl this SubparagraphQ
10... / ~tIOr{LZ DUR ING AN El"fERGE~NCY
...._~-...-y...~
10.,701 Ti'l .artV ernergency affecting the safety ot persons or property; the Con-
~,
ty.a.ctor shall ac:c to pre\7en t threatened damage, ~njury or ioss.. in all cases
he shall;; as soon .;:; :q practicable, notirv the Ov7ne r- of the emergency and 11e
shall not '~?7ait for: ttie instructions before ., " to protect both life and
proceeal.ng
proner
10<:7~2 additional cornpensation or extension or.: t 1. rlie c lailIled bv the Gon-
, 1 .!
tractor r\ ~(1 account f""'\ i- S a l.G enlergencyvlork shall "i determined under Paragraph
...... ... De
10 1'.
D ~
SECTION 11
CHANGE OF CONTRA.CT PRI CEAND COrlTRP-,-CT TINE
~ -
11 ~ 1 CONTRi-iCT PRI CE
~"-.~""'~'~':,---.-~!~,-.".>>.
The :Con t: r 8..C t - . constitutes tne total corrrpensa t ion (subject to authorized
Ft' 1. ce
ad j us trnel1t s) '.':j ~ ~........ tJ Contractor for perforrning tne \Nork ., All duties; re~-
..:....~
spons i.bil it ies ailG at 1 ig.at iOfiS assigned to or undertak-en b"':,l Contractor shall
be at D.1.S expense without change in the COD.tract Price
ll~ C:~H.PiI~:GE COI\4'rll~t4~CT P~RI .CE
"I"<__"--._/_~~""-:~_.:~:....."".r.._:.~",_~"_~:~~"'.~_':.-:.:......~_..
11,~2'<O1 t '(,ihe r e unlt prIces form the basis for pa.y-menr: under the Contract
DOCUTIlents the Contract Price rnay only be changed a Change Order;:
C la 1m. ro.r'~ all 11~lc.r~.ease in the Contract Price shall be based on ,\qritten notiee
cl.e :L 1~ ~\/ e .r~ ;,2 d t:o OTt7fl.f2 and Engirleer \:vi th in ten (10) days f the occurrence of t:l1e
e\l.en t g1.Vll1g t'1.se co the c 18. ~rn<:< l\iotice of the aTI10Un t or tbe clairt1 1~11. t 11 S 1..1 P'-
port in.g data shall be de 1 i \Tered ii~7i th in thirty (30) day's of such occurrence U!l-
less neel~ a i Or,'lS .all additional per1.od of t ::Lme to ascertain aCCllrate cost
data" l~ll claim.s for ad jus trae n t In the Contract Price shall be determined by
Engineer if O'Itln 13 r ana Contractor cannot o tl1er\vis e agree on the amourlt 1 1.1 ~~
.v.olved ~ change in the Contra.ct Price resulting OIn any such c 1 a iTa shall
be incorporated in a Change Order.
11~2~2 \,the I" e unI.?: priees :t 0 rlll the basis or payment a11d the quanti of any
. . ~ ~+i 0 Y. k. Q: 1. v{~n t:n,e Proposal is increased decreased :i' pay-rlli=:rl t for
:L rem 0'[ a.s 1.fl ~ ;: ~
S'i.J.ch it ern 1ill i 1 fila de all. the basis of actual quantity corEp leted; at .the
.De
cont t UTIlt for suell . .
1. t:erH<o;
11 j BPiSIB OF CHAN.GE
~--"".~''''_:(/__-_:l'.-;'''''''PJ.(.~~/:................____
The fD.ethod d.e te r~IIli the cost credit to tb,2 OW1.1er '1 ~ from
or or reSUl.tlug a
ch :3:nge ; 1"1 the 'V70rK shaLL be determined and Tnutually agreed upon O~me r and
- l!.l ~,-
1/85 ~- 8507b
Copyright 1985
Bonestroo" ROS2I12 Ariderlik
PiS so (: i ate J l.I1C
Contractor in advance of perforInance or the change ~n 'VJO r k in one or more of
the f 0 11o\Jling \,'lays:
11,.3,,1 By iIlut'ual acceptance of a lump sum properly itemizeds
11 c 3 ~ 2 by tlIll prices stated in the Contract Documents or subsequently agreed
upon (unit prlces shall include an allowance for Contractor's main office ex-
pense:; o.verh~ead .~ profit and bond)~ or
11 0303 actual cost of the changed workj plus an allov-Jance ror overhead,
supervision and profit, a'c defined as fa 110\'18:
1.. Th,e ~.J.C()S t of the changed wo rki 1 shall mean costs necessarily incurred
in the proper pf=rformance of the changed vrork and paid by Contractor at rates
not higher than the standard paid in the locality of the y:ro r k (except i;tli th
. < :of the O\-vne r) as more specifically defined fa 110"\078 :
prlor conserlt as
8... The cost of the changed work shall include:
(1) ~;Jages paid for labol"' in the direct employ of Contractor in the
perrormance or the changed \flO r k in the field or in the fabricatiorl
l' applicable collective bargaining agreements or under a
unGer
salarv' """4:. ~.~~ 1;il a .9::2 schedule agreed uporl by Contra.ctor and O\~;rn e r ,; plus a
.r
markup of 40 percent to all overhead . . 14 b" to- .r'\
payro CO~,7er l.!:ems a.pp. ~ca . le ~~V
payroll; such as ll1SUrance, ta:x:e s "- F~I,",C"A~ , ~lorkmen1 s compensation;;
taxes; and union benefits.
(?~ Cost of all materials, supplies and equiprnent incorporated in the
...../
changed \IJork <;
I .'" "\ Cost, inc luding maintenance of all materials, supplies, equip--
t ", 1
111e 11 t ~ facilities and hand tools O'\:\7Il8 d bv vlorkrnen.:; "fJb ic 1:1 are
.j
consumed in t'b.e performance or the ch.anged 'VvO rk, and cost less salvage
value on such items used b:u.t not consumed ~7hich ren18 in the property or
th,e Con.tr ac to!" Q
(4,) R.eYl t: a 1. charges or all !':..ecessary mach and equipments exc 1 u-
sive or t'l a D.d. toolss used l.n performing 1:he chan.ged 1jQorlz 2 includirlg
installation;: rIll nor repal.!"s and repl.acernents, dismantl in.g, removal:;
tranSI)Ortation and delivery costs thereof ~~ rental charges consistent
al_
iil i th those prevailing in. the areaQ
(5) Cost or additional preluiums for all bondS ana insurance :,;,,;rhich trt"e
Contr.act"or 1.8 reauired the o ";<ITi 2 r or COLl t1:' ft-C t documents to purchase
and rile in rain and 1>lhich J_ S incurred as a result of per-farTHing the
1;o';iork
(6) Sales ;; use or B irni lar taxes ~ related to the changed %fro r k. and for
T:7h iell tne Contractor ~s lia.ble} imposed by any goverlooental autllority~
(7) Perrnit tees; royalties, darnage s for in fr irlgnlen t or paten.ts and
costs or defending SULts therefore3 and deposits lost for causes etl-ler
~ ~ Contractor;s negligencee
than ttli2
~- 4,2 ~
1/85 - 8507b
Copyright 1985
Bonestroo;; Rosene Anderlik
&. Associates, 1 rtc ~
(8 ) Losses 8.. 1-1. d e:xpenses~ liOt corn.pensated by insurance or other\<-7ise
sustained D1 the Contractor lI1 . . 'ifi t h the changed \evorL.:: pro-
connectlon
vided they have resulted froD.1 causes other than the sole or joint
fault .C1L neglect ~J r tb.e Contractor" any Subcontractor, arCyone directly
or indirect 2lrlD loved by any of thern.. or for \~7hose ac'Cs any of them
rnay be 1 iab le~ Such losses shall include settlernents Inade i;:J 1. t h the
\~t7r]~ t te rl {~.ons~en t ~ approval ('> the O\,-rD e r ..~ No such losses and eV'-
ana or """-
penses shall be iTlcluded in the cost of tt1e Cll8.nged work for the pur-
pfJ s e or d;2termining the Contractoris f,ees thereon" If} hO\'lever, such
loss '!~equi res reconstructlon and the Contractor 1,8 placed in charge
ther-eo f; he shall be paid for his s e r"V:Lce s an ,..:j ": · , · .. fee computed
a".i.G 1. L 1. ana 1-
". . the sum stated abo':,.re for the original changed workg
lnproport1.cn to
(9 ) Cost or Bera.yage, n exclusi'l2 ot an;l drayage betvleert shop and j ob-..
~ . o nlv' ~vh en Contractor ill,liSt f1lre independent trucking firm and
S 1. :t e an
drlVe1:" 1- ("; pertorm speC1.al drayage serVl.ces 1.n performance of the
changed i,:Jork, I:or ''\:In leu Contractor1s skills, Inan.pO"'\IJer and vehicles are
.~ ~ include .,...~ ...
lnao.eq'u.ate ;:; aoes not transportat1.on pe r to rIfled. or
vihich could h a't.le been per formed by Contra.ctorfs drivers or 'vehicles
but for their use on another project8
(10 ) ..Cas ~t[J .. ~ due to an ernergency arising out or the changed
1. "Il:Ctl r~r C.U
~~7t)"!~1( a f f.ec t the sare of persons and prope't' '"
(11) Ot:11el~' costs ,0 '" t il, e Df;,r t or-mance A.:C tt1e challged T,tfork ~t
1- I~l. (:: lIt. !~ .e d in vJ...
an.d. LU the extent approved in advance in \iJT it ing the OvTner 4
(12) Cost at subcontractors tl'l.e Con ractorls iiiorK as
shall be eOTI1puted ~ t.~ acco ;;:- ~-.. ttl :LS parftgraph 11 ~3e3,
LU
a,C.C.C!I~ d:aile e or >> II
bl) The cost of the changed work shall exc 1 tIde:
-,~"".----<",".._-
\. ) L3&1.1 a 1:~ ie.s O!~ O'ttl.21~ compensation fo'c Contract ..... officers" execu-"
tl.-\T2j general managers project managers~ est: 1- uta t. C~.T~.S ; ~.~ ~ "i 'fJ1P"""
c S lll~.~j.e ~;~ro r.s nlf~Ct1aniCS , '17 a rr.e Q{)ll S 2I11.e Il , aUf:" t()T:S;; accountants;;
and carl t L',8C t i ng agentss r.sttsn1211 (e:xeept E; tl.e.e tITle t .8.1
drar ;. stenograr:flers, rt~ceptionis tS"5 aria ott1eI" stBff ernployeesj
'lIne t'her o'r not employed at Contractoris pr 1. TiC offices branch
office or field office at the job . .
S1."C2
(2) Expenses ot Corrtr 8.C tor) s principal offic,e, branci1 .o.ffice ,
~r.-....J J_ OL)
site fi,eld office in>:: Iud 1;<i i :t 11 0 t1 i: lin1itation t 1""1 :e~ e.}~I)erL s e I .Ct ~r.""l
up truck..s, ("" rl ;.'10 trailers~ storage trailers, ~c.en t 8.1 of c;ffic:e or
OrI:LCe
stora,ge spa'ce; telephone, heat, lights, t-; ,.,
'- ^~
(3) O"?Tne r s 11 i p -c.ast " - e::l<.peTlses (~ () rt t r a ~c t :() t~.~. ~J ~\;~jTl :t~.d
or rnalTltenaD.ce -
1~.. includirlg 1>Ji thou t ~ ~.. ~ ,all COT} E; true t ],. on
equlprne i lffil tat ~orl 1- 3
t 1"1.1(: k S .~.lll d ....le111C ies ;; fnachlnes arrci 8.1 oLner . . requ1."red.
eon l DITienC
for Contractorls performance of t 11.12 \::] c: r l?~ c
'.. 4~ _1 ~~.~
1/85 -- 85071;
Copyright 1985
Bonestroo, Roserle ;) Anderlik
.f"'-.~ ~ ~
a Assoclaces;7 11F1C 0
(4) Cost for purchase and maintenance of tools, materials, supplies
ana facilities not consumed during construction or incorporated in the
vIork II
(5) Contractorl s capital expense , including interest on Contractort s
capital employed for the work.
(t" \ 0 ~ ..-:i 1 ,...... · 1 d." ·
,0) vert1eau or genera_expenses or any l(~na:>> l.nc u ~ng out not l~m-
ited to office or fabrication shop overhead or drafting and printing
costs, except as may be expressly included in clause IlG3~3ela above 0
(7) Costs due to the negligence of Contractor 3 any subcontractor,
1 · .. .~ .. 1 1 db'" .-
anyone Cllr:c~lY or lt1dlr:ct..t.Y e:np.J...oye. yany ot.. .th.em, or ~or: 'flhose
acts any or tnem may be l1able, lncludlng but not l1m1ted to lDJury or
damage to persons or property, the correctlon of defective work, dis-
posal of ruaterialsandequiprnent ~'7rongly supplied, or making good any
darnage to propertY-J
(8) The cost of any item not specifically and expressly included in
the terms described in clause 11~3~3Qla above~
20 Allo'\'lances for profit; overhead and nonreimbuw.rsable costs shall be
computed as follows:
a.~ For t'he Con.tractor
(1) A minimum of 5% up to a maximum of 15% (the actual rate dependent
of the Contractor- s perforrnance and assurned risks as determined in the
sole discretion or the Ot.'lner) of all reimbursable costs defined ~n
clauses 1193.3.1a (1) through (12) above, and
(2) ii miniID.Um or 3% up to a maximum of 7% (as determined at the sole
reasonaole discretion or the Ov,rner) for the vlork of subcontractors
supervised by the Contractor as comput.ed :LTIfteCord.ance vJith clause
11 ,"3 ~ 3 <:l No fee 'will be allo:v,red on subcontractor vlork not supervised
by the Contractor~
(3) For first3 seconds and other tier subcontractors claiming compen--
sation for changed \vork under clause 11 03 ~3Ql(a) (12), theirallo1t-.]-
ances shall be deterrnined at the sole reasonable discretion or the
O\4Tler consistent vlith percentages in subclause (2) directly abov€1l
(4) The Ovmer shall have the right to exam:tne5 inspects copy and
audit the books and records of any contractor or subcontractor making
clalffi tor reimbursement for costs and allowances hereunder in oreer to
verify the accuracy, correctnes s, completeness and properiety of all
costs and allowances claimed
- 4L~ -
1/85 - 8507b
Copyright 1985
Bonestroo, Rosene, Anderlik
& Associates$ Inc~
11 ~-4- CH.i~NGE OF GONTRf\CT Tli:-fE
____:'I'"/.---.--.~._.../_:_~-~~---.;,.._::...,-,',:_.....--.-:;,..-.---.............
11'44:1 The ContI-act Tirue may only be changed by a Change Orderf> ArlY
cla:LITl for an'2xt~~nSlon ~ii the Contract Tirne shall be based on written
notice delivered to Owner and Engineer within ten (10) days of the occur-
rence of the event giving rise to the claime Notice of the extent ot the
claim with supporting data shall be delivered within thirty (30) days of
sucl1 occurrence unless Engineer allo"\cls an additional period of time. to
ascertain more accurate datau All claims for adjustment 1n the Contract
Time shall be determined by Engineer if Owner and Contractor cannot other~
Wlse agree~ Any change in the Contract Time resulting from any such claim
shall be ted in a Change OrderQ
llQ4 2 The Contract Time will be extended in an amount equal to time lost
due to delays beyond the control of Contractor It a claim is made therefor
as provided lB. paragraph 11!;>4.~lG Such delay"s shall includeJ but not be
limited to, acts or neglect by Owner, or to fires, floods, labor disputes,
epldemlcs, abnormal weather conditions, or acts of God.
11"Ll...3 11.11 tlITiE limits stated l.n the Contract Docum.ents are of tl1e
essence or tne The provisions of this paragraph 11~4 shall not
exclude recovery ror carnages (including compellsation for additional
professional services) for delay by either p ~
SECTION 12
--~---
SUSPENSION OF ,qORK A.ND TERr1INATION
-~--~-=------.,...--..............__...._--~----~",,--
12 " 1 OT;Jl\JER t{p~Y SUSPEND \,~.OH..K
..--,.,........___~,__<:_____~_7_.;.;'I""~r.-_
Oi,vner illay, at arlY tJ_ffie and '(~lithout cause, suspend the 1;Jork or any portion
thereof for a period of not more than ninety days by notice in writing to Con-
tractor and Engineer which shall fix the date on which ark shall be resumed~
Contractor shall resume the Work on the date so fixedg Contractor will be al-
lowed an lncrease 'S1 the Contract Price or an extension of the Contract Time,
or boths direct attributable to any suspenslon if he makes a claim therefor
as provided in Sections 10 and 11"
12 ~ 2 o\.rNEB~ r-iAY TERJ.IINATE
~._w--=-~~~,~~..-..
12,,2al Upon the occurrence of anyone or more of the following events:
(a) If Contractor is adjudged a bankrupt or 1nSOlvent,
(b) If Contractor makes a general assignment for the benefit of creditors
(c) it _ trustee or reC8Lver 15 appointed for Contractor or for any of
Contractor's property,
-~ 45 --
1/85 -= 8507b
Copyrig11t 1985
BonestrooA Rosene~ Anderlik
... ..
& Associates; Inc0
Cd) If Contractor files a petition to take advantage of any debtor1s act,
or to reorgarlize ullder the bankruptcy or sirnilar la~'ls,
( \ ";"'".i:. Contractor repeatedly fails to supply sufficient slcilled workmen
\8) 1..1.
or suitable materials or equipment,
(f) ..L. Contractor repeatedly fails to malc.e prompt payments to Subcontrac-
tor or for laboL'] materials or equipment,
(g) iT Contractor disregards la~;!s ~ ordinances, rules, regulations or
orders of any public body having jurisdiction,
(h) .... Contractor disregards the authority of Engineer, or
( i) l .r Contractor othervJise violates ~n a11Y substantial way allY
ions of the Contract Documents)
OvJner luay after gJ# Contractor and his Surety se-"len day s 1 'Viritten notice,
terIIl1.nate the ser\7ices OIl Contractor, exclude Contractor from the site and
take possession of trlc \"Jork alld OI all Contractor's tools, appliances, con-
struction and rnachinery at ttle site and use .t- 1- "'" same to the full ex-
LUt
tent they could D=e used. by Contractor (vi7ithout liability to Cont.ractor for
trespass or C :() 1"71.\.7.e l~ .S , ineorporate in the ~lork all materials and equipment
stored at the site or for which Owner has paid contractor but 'which are stored
'clsevlhere'1 and r:: ~ ":"! the iitlork as Owner may deem expedient~ In such ca~e Con-
:tl.n1.sn
tractor shall not be entitled to rece1.ve any further paynlent until the "\Ftork is
finished:; If the u balance of the Contract Prices:F:ceeds the direct and
J~.rt.Cl1- r e:c cos s ~~ T COllI) let. :LUJZ the l;Jork, iIlcludin.g compe'nsat :Lon for additional
.:,. :0..-0-
professional s erV:L c"es 3 such excess shall be paid to Contractor:> If such costs
eXCe;2G s u {:::h D:al.anCe Contractor shall pay the differ.e11ce to O\t7n.e r ~
Such c.o.s t.s . ~ Owner shall be verified by Engineer and incorporated in
3- D.C U rr.e.d
a Change O}:der ~ ;)U.t lU finishing the Work, Owner shall n.ot be required to ob-
tain the lowest figure for the Work performed.
12,,2,,2 Where Contractor s serVlces have been so terminated by Owner, the ter-
mination shal not affect any rights of Owner against Contractor then existing
or \vhicb 1'n.3.Y thereafter a.ccrue ~) .Any retention or paymC:71 t of moneys due Con-
tractor Owner will not release Contractor from liabil 0
12;;2('3 seven days2 . . to Contractor and Engineer, Ovlne r may,
v7?:1. t ten 1:10t :lee
TpJi thou t cause and ;tlithout prejudice to any other right or remedy iI eLect to
abandon the "k4Jo:ck and terminate the Agreement" In SllCfl case, Contractor shall
be paid for aj~l~ -Vrork executed and any expense sustained plus reas onab te ter-
mlnatlon expenseso
12;; 2t, ^' .,after notlce .or termination for tal.iure. to fulfill contract
OD1 t 10f1S ~ . ^ 1.8 that t.ne Contractor r1as not de fall 1 tea ;i the
1.. ~c:
termination shall be deemed to ha\.Te been effected for the convenience of the
GilTner and the Contractor shall be paid in. accorda:nce \vith. paragraph 12\)3
~ 4.h ..-
1/85 "".. 8507b
Copyrigh.t 1985
Bonestroo. Rosene ,A.ndeI' 1 ik~
& Associates; lnc"
1203 CONVENIE1\::CE TEH.l<'iIN.;.0.;.TION BY THE O~JiiER
The Ovloe r reserves the right to terminate the ~Tork u11der this contract in
whole or from r:~me to time l.n part, and said termination for convenience
shall not: be construed as a breach or trle COfltra.c t \) If the Contract is ter-
minated r conven~ence= the O'\tTne r shall g~ve the Contractor written notice
:cor
specifying "t1:1"e 2}"cten t the tvork of the Contract that is being terminated and
the effective date or SalG term~nat:LOnll Upon receipt of the notice of termi-
nat iOll s the Con.tractor shall stop Tiv 0 r k on the date arid to the extent spec1.-
fied., The Contractor shall place no further orders nor incur any further
costs for the ~ ~ or the ~Jork ~ The Contractor shall further ter-
terml.nated parts
ffilnat:e all orders an.a subcontracts relating to the terminated part of the
\!10I'k Q Th,e O::tJl1e r shat 11 pay the Contra.cto:c tor the value of the Work terminated
as cOillDleted [.0 the .4. .'1) ." date together vlith a reasonable profit on the
t. e rIIl1..na 1.: ~O!".t.
camp let,ed .~qork; but Il0 damages or costs or lost profitso Disposition or the
cOillD1..eted. parts of :cne terl11inated vJork ~ ITICtterials s equipment and other t ang-
ible property sn~a "J 1: TIle.a e as agreed upon bv the O\fTne r a.nd Contractor'!) The
..L De .I
ti"tl:8 to any p:roperty and materials retained by the O~\lner s11all accrue to the
O",.;ruer immediate upon payment by the Owner to the ContractorD
12~4 CONTH1-i.CTOEt l"'iAY STOP \310RK OR TEH11INATE
If 110 ac :or~ fault or Contractor:; the l!Jork 18 suspended for a period
of rtiare than n~n2 d. a v' s by O'YJ'ner or urlder an order or court or other public
8.11 t: 11.0 r. i J or Engineer fails 'r (') act on arlY ,~;.pplication for Payment VIi thin
days to p .a~.)7 Contractor any sum finally determined to be due;) th,e Con-
tractor rrray,;; liVon s:e~verl Si 'f.z7ritten notice i~ .("', O~7ne r and Engineer~ term1nate
"- ...)
.t.,. t.l.:'::: and recover from Owner payment for all lflorkexecuted and any ex~
perlse . . .., plus reasonable termination expenses~ In addition and in lieu
sus'caluea
0: terD.11.na t :.Lng fig r eerner:l t ; ....~ ____ ill has failed to act on an Application
1: 11 e J_ r LIlglneer
for o r O~t7ne r lIas failed to malce any paymeIlt as .t:. · .., Contractor
al.oresa~a>
upon seven days i . ~ t oOr.vne r and Engineer stop the Work until payment
may nO'CJ..ce
or all c.m.o1Juts 1.: 1:1 e TI due~ The provisions or this paragraph shall not 1:",elieve
Contractor of his obligations to carry on the 1/J 0 r k 3_11 accordance v;i th the
progress schedu.le ,and thout delay during disputes and disagreements \~lith
Ovlne r (0
SECTION 13
1:.1ISGELLANEOUS
13~1 LIMITATION OF LI~~ILITY
In 110 e.\~/ent ; 'e 1. tkl,er as a result or breach of contractj rlegligen.ce, or other-
~>l~se<, s 118.. 11 the O':'",lne r: or Ellgineer or their agents or Employees be li,able for
darD.ages loss or pro!1.ts; loss of use, loss r- loss of bonding ca:-
or or reven'u.e.,
nac1. .Ol~ any o.th;~~ r special; l:nctl.rec t or consequentia darnage ;3 of any kind ~
the ContL~act Doculi1.ents a llo~'l l:Labilit.v to be . - the
To ttle E3 ]{ i.:~ e Ii. t anv lDJ.pOS8C. ;i
total 1 J.wab i 1 i of the Owner and Engineer (- loss; cla~m) or damage aris-..
r: 0 r an _yO
ttllS agreelnent the brE":;ach thereof shall bi.:: ~ .
1 I~L g out ~r o:c perrormance or 1. 1. ill.=-
~..,;~ ~
ited to the value of the work performedQ
-- 47 .-
1/85 -- 8507b
COPYl" t 1985
Bonestroo, Rosene, Anderlik
&. Associates Inc ~.
13,,2 -~~- ;""".... j"""
~L.,~v
_~~;.v......_~_,..~~~
The duties and o b 1 :L gEt i 0 ri. S i.rapos ed by these General Conditions and the rights
arid r.erLte:d ies available hereunder to the parties hereto; and, in particular but
tpJithout. liIilitation;; the \iJ.arrant~es , guarantees and obligations inlposed upon
Contractor tlerein and all of the rights and remedies available to Owner and
. "1 "'Il- shall be l.Il addition to, and shall 1Iot be construed
!c. fl t3 r e u"n:c. e r. $ ~n
all. )7 ~.....;~~ .......:,.. a limitation of~ allY rights and remedies available to any or all of
.. ~ 'f lit . other\;:rise imposed available bv la~;l contract~ by special
1: nem ~i!n lctl ~3~ ]~ .e or J or
\\rarr or guarantee or Dy other provisions or the Contract Documents, and
th.e ot t tl1..S paragraph shall be as effective as if repeated specif-
ically :Ln the Contrac.t Documents ~n connection vlith each particular duty, 00-
.. ~ 0 and remedy to \Aihich they applyc All representations,
11.gat1.onj rlght TIT arr an-
. . g"tlvel r a Ii t: e e.s made in the Contract Documents shall survi-ve final payment
tles ane!. and termination or completion of this Agreement~
,? ': PUBI~IC CONVENIENCE
l.J~J
~~~_Y';:':'-"""~--~-~
The C:on.tr-actoI~ s11clll .a"t all times so conduct hO ~7ork as to insure the least
_...~s
DOSSlble obstruction to traffic and inconvenience to the general public and
the re~s 1.d.ents lLi ttl:e V~Clnl or the ~;,J ork, an.d to 1.nsure the protection of
persons and No road or street sha"ll be closed to the public except
pe r"ill1..S.S J_on at tile O'\Tl1er and proper governrnental authority;: Fire
:.~c,erit rr"t the l.'Jork shall be kept accessibl'e to fire-fighting
.., Temporary provisions shall be made by the Contractor
&. j CLmeso
2..
ttl"e U.b:e :() r 8 ide\pla lks and the proper fUllctioning of ~ .~ ::~ gutters:;
:inlets" ~ .. ditches and o . . ditches: \~ihich shall not
seT"v,er d.ral.nage ~rrl.gat~on be
obstructed~
1. 3L} UTILITIES~, ETC;:
..",-,-/..;,--.---,~-.....----.-.-...-:<,;:,...-~---~--~-
\,'1he re t: L1 e prosecution or the ~'l 0 rk results "In the crossing or highways;i rail-
road.s the jurisdiction of state~ county~ city or
0;: h-c=: r~ pr1.vate entl.t1.es, the Contractor shall o 0
or secure \~lrl t ten perm1.s-
t3 :L .0Il r rOUl t118 propf~r authorl.ty to cross said b railroad? street or
ut1.1l fore ftlr~ther prosecuting the \v ork~ A. copy - the written document
grantl.ng sian shall be filed ~lith the Owner and Engineer before any Work
1.8 1 r~r 11~ .e COIltractor s11a11 be required to obtain ~ritten release from
(1 Ci floe ~ d
the applicable authority upon completion of the \\lork., A copy of this ~tlri t ten
release .811.Elll , filed ~,:; i t h the O\~!ner and Engineer before final acceptance of
De the Work is grantedG
13~5 SANITARY PROVISIONS
The Contractor shall provide and maintain such sanitary facilities ,F r.. '1"" the use
J-v.....
or his eTIlp and those of his Subcontractors as may be 11ecessary to comply
\'lltil tht= 1.2.\:/8 ;. rll Le.s or reguLatlons of thi~ Federal :: State and local gOV6-X"U-
11lent S ;1 agencies or departments thereof;:
- 48-
1/85 - 8507t
Copyrigh 1985
Bones I~ 0 {} ~ R~{) S.8 fte l\.nde r 1 ik
& flssociates" j~ Il.C ~
1500 b T) ION Of HISTORICAL OBJECTS
-------~..._~.,.-......................__.~ ~y.~y~. ..~.,
13,"6~1 \.Jhe 1:' e historical objects of potential archeological or PEt J. e on t c~'~
logical nature are discovered \vithin the areas or! vlhich the Contractoris
operations are in progress~ the Contractor shall restrict or suspend his
operations ~n the immediate area of the discovery as may be necessary to
prese:r;'le the discovered objects until the Ovlner has made arrangments for their
disposition or has recorded the desired data relative thereto~
1 '"l 6 ~" The Contractor shall iIlli1ledia te ly notify the O'\.'iue r of any historical
.;L.)t> ~L
objec.ts h'e may .., . or become avlare of as the \flork 1.8 being prosecuted~
Cil.SCOVer
arld shall aid :tn the preser'\ration and salvage program decided upon, as may be
requested or ordered by the O~~mer 0 No \\Tork \tlhich the Contractor considers to
be Extra \1J ark shall be performed \vithout the written authorization of the
0\;111'6 rc
13Q6c3 The .O\~iIler shall have the right to restrict or suspend the Contrac-=
tor's operations l.n the immediate area 'V7he r e historical objects are dis-
CO\Tered tor a period not to exceed 72 hours, \;7i thou t claim being made by the
GOIltrac tor for any da.mages he might suffer as a result thereof c Anv
... ........".1
re.strictions imposed shall not rema~n l.n effect for a period ex.ceeding 72
hours unless mutually agreed to in writingg
13~7 USE OF PH.EiviISES
Contractor shall .t: . . . the storage of materials and
con.L1.ne constructlon equlpment~
eq uipm.en t Cltld the operations of workmen to areas permitted by 1 a"vl , ordinances;
ts 0""'" the "requirements of the Contract Documents, and shall not unreason-
ablv en.cumbe r th,e prern1.ses \!l i t h construction equipment or other materials or
eq U J..pmen'C {!
- 49 -
1/85 -- 8507b
Copyright 1985
Bonestroo~ Rosene~ Anderlik
& .t-;.ssociates" Inc,
\'
FORM OF AGREEMENT
THIS AGREEMENT, made and signed this k5 +l~, day of lli,p'! ~ f , 19Erl , by
[
and between the City of New Hope , hereinafter called the "Owner", and North-
west Asphalt, Inc. , hereinafter called the "Contractor".
....
THIS AGREEMENT WITNESSETH, that the Owner and the Contractor, for the con-
sideration hereinafter stated, agree as follows:
ARTICLE I. The Contractor hereby covenants and agrees to perform and exe-
cute all the provisions of the plans and specifications as prepared by Bone-
etroo, Rosene, Anderlik & Associates, I ne . , of St. Paul, Minnesota, and indi-
cated below under ARTICLE IV, as provided by the Owner for:
Boone Avenue Overlay - MSAP No. 182-101-08 - Quebec Avenue Overlay -
MSAP No. 182-103-04, City Project No. 411
and to do everything required by this Agreement and the Contract Documents.
ARTICLE II. The Contractor agrees that the Work contemplated by this Con-
tract shall be fully and satisfactorily completed on or before August 15, ,
1987.
ARTICLE III. The Owner agrees to pay and the Contractor agrees to receive
and accept payment in accordance with the prices bid for the unit or lump sum
items as set forth 1.n the conformed copy of Proposal ForIll hereto attached,
which prices shall conform to those in the accepted Contractor's Proposal on
file in the Office of the Clerk, City of New Hope , the aggregate of which
prices, based on the approximate schedule of quantities, is estimated to be
$428,886.60*.
* Contract awarded on Base Bid ($474,406.50) less the geotextile fabric mate-
rial ($45,519.90) = $428,886.60.
ARTICLE IV. The Contract Documents shall consist of the following compo-
nent parts:
(a) Drawings
(b) Specifications
(1) Bid Documents (Advertisement, Addenda, Information to Bidders,
Proposal and Bid Security);
(2) Special Provisions;
(3) General and Specific Requirements;
(4) Conditions of the Contract (General and other conditions);
(5) Performance and Payment Bond;
(6) Agreement;
(7) Detail Plates and other drawings attached to specifications;
- 50 -
3180e
This Agreement, together with the documents hereinabove mentioned, form
the Contract and all documents are as fully a part of the Contract as if at-
tached hereto or herein repeated.
IN WITNESS WHEREOF, the parties to this Agreement have hereunto set their
hands and seals as of the day and year first above written.
.......
Attest: The City of New Hope, MN (Seal)
j
~//j /}'j/
;; /'.tJ //1 J . /) r::/ :/
,. ,.,..1} ".1 '" .....,r~. .' p. A... J. ..' I.! '.. .' .' .....c... ... /' .(~,-,....... '. ......... ..' <-- . l
/. tl (/ J L' J/i'd ll--: i . i' J
~vP l_ U - c..lr../U:-'J-[J /1./ By ~j.A'.;Y ~'--<-~( i-J../ MAYOR
. ..' /:.,/. // '~, m //)t) d'f
/.-- /.--..;/ i ;// / [/; /
, /:l~~;~~ ~/4 / //;/) [, '-'./; ? p
By /:/ zt/>fPVVl/ V./ g/.",.,,{I;/t?, r ~~
i5/'"",' ./ r "'-
In the presence of: ~l1West Asphalt,
'-~, /1 ' .
f1;~ .tl,()/) C fed. .. .~ -/'
v A
~L-Lm
, ! ." ;J' -'\
'- ~../\v. t.e!J I
/
..L
- 51 -
3180e
EXECUTED IN FIVE COUNTERPARTS BOND NUMBER 5365 48 57
PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS: that Northwest Asphalt, Inc. as. ~rincipal
(hereinafter called Contractor) and, TRANSAMERICA INSURANCE COMPANY
as Surety (hereinafter called Surety) are held and firmly bound unto the City
of New Hope as Obligee (hereinafter called Obligee) in the amount of Four
Hundred Twenty-eight Thousand, Eight Hundred Eighty-six and 60/100* Dollars
($428,886.60*), for the payment whereof Contractor and Surety bind themselves,
their heirs, executors, administrators, successors and assigns, jointly and
severally, firmly by these presents.
* Contract awarded on Base Bid ($474,406.50) less the geotextile fabric mate-
rial ($45,519.90) = $428,886.60.
WHEREAS, Contractor has by written agreement dated /:1;,1)'[ ~ I ~8 ,
-v
19'zt7, entered into a contract with the Obligee for construction of~_Boo~~~A'le-
nue Overlay - MSAP No. 182-101-08 - Quebec Avenue Overlay - MSAP No.
182-103-04, City Project No. 411 in accordance with Drawings and
Specifications prepared by Bonestroo, Rosene, Anderlik & Associates, Inc.
which contract is by reference made a part hereof, and is hereinafter referred
to as the Contract.
NOW, THEREFORE J THE CONDITION OF THIS OBLIGATION is such that, if
Contractor shall promptly and faithfully perform said Contract ~n confortuance
with the Contract Documents, and all guaranty, indemnity and warranty
obligations specified therein, and shall promptly and faithfully remedy any
breach of its obligations under the Contract Documents discovered within the
time limits set by statute for commencement of actions, and shall pay any
damages for unexcused late completion, then this obligation shall be nu 11 and
void; otherwise it shall remain in full force and effect.
The Surety hereby waives notice of any alteration, changes or extension of \
time made by the Obligee.
Whenever the Contractor shall be, and declared by the Obligee to be in
default under the Contract, the Surety may promptly remedy the default, or
shall promptly:
(1) Complete the Contract in accordance with its terms and conditions, or
if appropriate,
- 52 -
3180e
(2) Obtain a bid or bids for completing the Contract 1n accordance with
its terms and conditions, and upon determination by the Obligee and the Surety
jointly of the lowest responsible bidder, arrange for's contract between such
bidder and Surety, and make available as Work progresses (even though there
shall be a default or a succession of defaults under the contract or contracts
of completion arranged under this paragraph) sufficient funds to pay the cost
of completion and other costs and damages for which the Surety may be liable
hereunder, but not exceeding the amount set forth in the first paragraph here-
of less the balance of the contract price. The term "balance of the contract
price," as used in this paragraph sha 11 mean the total amount payab le by the
Obligee to Contractor under the Contract and any amendments thereto, less the
amount paid by the Obligee to Contractor, of if appropriate,
(3) Promptly pay such sums to the Obligee as the Obligee may be entitled
from the Contractor under the Contract Documents, or for the breach thereof,
but not exceeding the amount set forth in the first paragraph hereof.
The surety agrees to be bound by any award granted to the Obligee against
the Contractor in arbitration or judicial proceedings commenced pursuant to
the Contract Documents.
No right of action shall accrue on this bond to or for the use of any per-
son or corporation other than the Obligee named herein or the successors of
the Obligee.
Signed and sealed this 28TH day of APRIL , 19 87 .
~'~ h I~l ,/
~( Nor~ west ~\sphalt, Inc~i r;;Ji1
i ' Glnt 7f1i1 to-r'~j) ___ ~
1 (';,1~. /'
\ .f:;-""'" " r
; /\;; 1 ,Q() \ ", . / \L
B I:, /f\ \~; N\ / c Mv)' / \.-
l' \ J / · · ~tUr~!./ ~\ / I
U ~ . . ''::iJ''.. ;~, n.yr--;
~ . .... ..'.:.. ~..' \\ ./. ,\.. H).~.[.'... f (......) ! .. f). . .:' ..... ~,
!, \ ~ i.......... 1/' (=-1 '
1 J . 'h)"~ \~_ b i " \1 e CJf'j, ~r~
(Ty p:led...... 0' p. r in t. ed . ....'.p.... ~.. "O..D.. (. S i.~er )
.' c~ ~
1'1.. Title '.J ~..~ c~/)'1_/{.tf/1
fh-11. <J. )11 c 2Ud!-........ ~ /' ' I
! Ii ,(L.{ j\,/._)' ,
Witness / I . (
By
Signature
(Typed or Printed name of Signer)
Title
(If the contractor 1.8 a partnership or
joint venture, all partners or co-ven-
turers must execute this Bond.)
- 53 -
3180e
TRANSAMERICA INSURANCE COMPfu~Y
Surety
7575 GOLDEN VALLEY RD. ~ MINNEAPOLIS~ ~m. 55427
Address
r;OROON r MOORE .~
(Typed or Printed Name of Signer)
Title ATTORNFY TN PACT
NORTHERN RISK ~ffiNAGEMENT SERVICES, INC.
1 n n () n lVF S T H T ~ H\\! A Y S S) Nf T NN FA P n T. T S J fvIN S5441
(Local ~ddres8 & Telephone Number)
((;1?) r;L1L1.-gg1~
(The attorney-in-fact shall attach here-
to a copy of his power of attorney or
other document which authorizes him to \
act on behalf of and to bind the surety.)
- 54 -
3180e
CERTIFICATE OF ACKNOWLEDGMENT BY PRINCIPAL
(For use where Contractor is individual or partnership)
STATE OF MINNESOTA )
) 55.
COUNTY OF )
....
On this day of , 19_, before l]le personally appeared
, to me known to be the person
-- described in and who executed the foregoing bond) and acknowledged that
he executed the same as free act and deed.
Notary Public
(Notarial Seal)
-- CERTIFICATE OF ACKNOWLEDGMENT
(For use where Contractor is a corporation)
STATE OF MINNESOTA )
I . ) 58.
._ COUNTY OF,'/Go it- ) /'
if\ 00 this)f day 9f (ttauJ __, 19 /7, before me personally appeared
.// t ) /J-... tl!J? .-" .~ I and
i~~_. ", f.l.} )
to me. persooa,V~?;<'1O ~ho, being by me,/}du1~worn, di~say/that ty are re-
s pe c t 1 vel y t h e...(~ ~. / /L,1...-:~ . 0 f y ~-d2---, -f /J-.a-,t? (;.....&~ 6 I ,
that the seal af 1 ed to the foregoln,c instrument is . e corporate seal of
said corporation, and that said instrument was executed inJ behalf of the
corporation by authority of its Board of Directors, and said~~
and ,- ack~owledged the
instrument to be the fr'ee,.'.,)ac.,t,~: and deed of said corpora,t-fon.
<; 71" . i J )/1 C ~
~ 17~-J \(- "/1 /~ /'
',>{ .... .... i / / Notary P't/blic-
(Notaria;l~'al) ~
L.......':,',..,'<>~~."~.,i'1L1!!.,::E:~ifJ;'YJ2;;.,fJ>L~~-!L"::~.,.i!E,,,ffl,l't
TRANSAfvlERICA INSlJRA1\1CE COfy'IPA1\JY 1212 SO. FLOWER ST., LOS ANGFT.FS, rA gOOlS
Full Name of Surety Company Home Office Address
NORTHERN RISK ~~AGEMENT 10000 W. HWY. 55
SERVICES _ INC. .M.lliNEAPOL IS -' rvfN. 5S441
~ull Name of surety Co. Name of Local Agency Address of Local Agency
If this bond is executed outside of the State of Minnesota, it must be counter-
signed on the Performance Bond by a Minnesota resident agent of the Surety
Company.
-- Name of Agent affixing countersignature Address
~mMORANDUM: Affix here Power of Attorney and Acknowledgment of Corporate Surety.
- 55 -
1/85 - 8507b
~opyright 1985
Bonestroo, Rosene, Anderlik
& Associatesi Inc.
State of ~!IINNESOT.9
I County of HENNEPIN \ ss:
I On APRIL 28, 1987 ' before me, a Notary Public in and for said County and State, residing
therein, duly commissioned and sworn, personally appeared GORDON C. !vl00RE
I IT known to me to be Attorney-in-Fact of TRANSAlvIERICA INSURA1\JCE COrvlPANY
Ii the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed
I the said instrument in behalf of the said corporation, and he duly acknowledged to me that such corporation executed the same.
~
I IN WITNESS WHEREOF, I have hereunto set my.hand and affixed my official seal, the day and year stated in this certificate above.
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Y ommlSSlon .. ires ,. (...{..... z:.-, .--/'/ - <"" ----- / I,- I/~;r..-_.--z.
" ...~:~:::4';::~... ~..1AR i l-L~ C.L. LARSON '( Notary Public
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:., .......,_..'J; H-'I....I_OIN COUNTY ~
.1 360212-6-66 \.:~ 1;~ \trl d::'l.~.i ....=. II . ~.
; ,~;..~.." My Commission Expires Mar. 6. 1991 '
<t..~"$o~'!.,~~
i . S~CTION 30. All policies, bonds, undertakings, certificates of insu rance, cover notes, recognizances, contracts of
Indemnl'ty I endorsements, stipulations, waivers, consents of sureties, re-insurance acceptances or agreements, surety and
co-surety obligations and agreements, underwriting undertakings, and all other instruments pertaining to the insurance
I business of the Corporation, shall be validly executed when signed on behalf of the Corporation by the President, any Vice
President or by any other officer, employee, agent or Attorney-in-Fact authorized to so sign by (0 the Board of Directors, (ii)
the President, {iii} and Vice President, or (iv) any other person empowered by the Board of Directors, the President or any
.1 Vice President to give such authorization; provided that all policies of insu ranee shall also bear the signatu re of a Secretary,
which may be a facsimile, and unless manually signed by the President or a Vice President, a facsimile signature of the
President. A facsimile signature of a former officer shall be of the same validity as that of an existing officer.
1 . The affixing of the corporate seal shall not be necessary to the valid execution of any instrument, but any person
authorized to execute or attest such instrument may affix the Corporation's seal thereto.
This Power of Attorney is signed and sealed by a facsimile under and by the authority of the following resolution adopted
1 by the Board of Directors of the Company at a meeting. duly called and held on the 17th day of October 1963.
"Resolved, That the signature of any officer authorized by the By-laws and the Company seal may be affixed
by facsimile to any power of attorney or special power of attorney or certification of either given for the execu-
tion of any bond undertaking, recognizance or other written obligation in the nature thereof; such signatu re
I and seal, when so used being hereby adopted by the Company as the. original signature of such officer and the
original seal of the Company , to be valid and binding upon the Company with the same force and effect as
though manually affixed."
1 IN ~'TNES~ WHEREOF, TRANSAMERIC~ INSU.RANCE COMPANY has caused these presents to be signed by its
. proper offIcer and Its corporate seal to hereunto affixed thiS 10th day of November ,1986
,.~ ~
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· , , 1 .".",., -- "" p
!\'" ).: By
." I.
~~" UH. Tanner, Vice President
State of California )
1 County of } ss
On this lOtll day of November I 19 86 I before me Hazel Yamasawa, a Notary Public in and for the
said COUl1ty ~nd State, residing therein, duly commissioned and sworn, personally appeared J. H. Tanner personally known to
1 me (or proved to me on the basis of satisfactory evidence) to be a Vice President of TRANSAMERICA INSURANCE COM-
PANY the corporation whose name is affixed to the foregoing instrument; and duly acknowledged to me that he knows the
. seal of said Corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to
authority given by the Board af Directors of said corporation and that he signed his name thereto pursuant to like authority,
I and acknowiedges same to be the act and deed of said corporation.
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I ~ ~~-.:- "" OFFICIAL SEAL I
~ ct r HAZEL YAMASAWA i
; ~ Q 0> NOTARY PUBLIC. CALIFORNIA ~
~ PRINCIPAL OFFICE IN ~
I I. (.1~at4'~ '.' LOS ~NGELES \0 COUNTY I ~azel Yamasawa, Notary Publ ic ...
L My CommiSSIon Expires Sep',. 30, 198a ~ In and for the County of Los Angeles, California
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1 719 0 (C . dJ 6..86
ant/nUB
EXECUTED IN FIVE COUNTERPARTS ATTACHED TO AND FORMING A PART
OF BOND NUMBER 5365 48 57
LABOR AND MATERIAL PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS: that Northwest Aspha 1 t J Inc. as Princi-
pal, (hereinafter called Contractor) and, TRANSAlvlER TeA INSIJRANCE COivlP ANY
as Surety (hereinafter called Surety) are held and firmly bound unto the ci ty
of New Hope as Obligee (hereinafter called Obligee) for the use and benefit of
......
claimants as hereinbelow defined, in the amount of Four Hundred Twenty-eight
Thousand) Eight Hundred Eighty-six and 60/100* Dollars ($428,886.60), for the
payment whereof Contractor and Surety bind themselves, their heirs, executors,
administrators, successors and assigns, jointly and severally, firmly by these
presents.
* Contract awarded on Base Bid ($474,406.50) less the geotextile fabric mate-
rial ($45,519.90) = $428,886.60.
WHEREAS, Contractor has by written agreement dated r'\t>y'i i 1 ICj 2(7 ,
,
entered into a contract with Obligee for construction of Boone Avenue Overlay
- MSAP No. 182-101-08 - Quebec Avenue Overlay - MSAP No. 182-103-04, City
Project No. 411 ~n accordance with Drawings and Specifications prepared by
Bonestroo, Rosene, Anderlik & Assocs., Inc. which contract 1.S by reference
made a part hereof, and is hereinafter referred to as the Contract.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Contrac-
tor 'shall promptly make payment to all claimants as hereinafter defined, for
all labor and material used or reasonably required for use in the performance
of the Contract and shall keep the Project free and clear of all liens as pro-
vided in the Contract, then this obligation shall be void; otherwise it shall
remain in full force and effect, subject, however, to the following conditions:
1. Claimant 1.8 defined as one permitted by applicable law to file a Pub-
lic Contractor's Bond claim for labor, material, or both, used or reasonably
required for use 1.n the performance of the Contract, labor and material being
construed to include without limitation that part of water, gas, power, light,
heat, oil, gasoline, telephone service, rental of equiprnent, insurance premi-
ums, taxes, and any items for which a claim or lien may be filed against the
Obligee under the applicable law.
2. The above named Contractor and Surety hereby jointly and severally
agree with the Obligee that every claimant as herein defined, who has not been
paid in full may sue on this bond for the use of such claimant, prosecute the
suit to final judgment for such sums as may be justly due claimant, and have
execution thereon. The Obligee shall not be liable for the payment of any
costs or expenses of any such suit.
- 56 -
3180e
3. No suit or action shall be commenced hereunder by any claimant:
( a) Unless claimant shall have filed a public contractors bond claim
in the form and within the time provided under applicable law, or
(b) After expiration of time for enforcement of a public Contractors
bond claim by legal action.
4. The amount of this bond shall be reduced by and to the extent of any
payment or payments made in good faith hereunder.
5. The Contractor and Surety shall keep the Project free and clear of
liens and shall promptly remove any and all liens filed against the Project by
claimants.
6. The Obligee's right of action on this bond, or for the breach thereof,
shall not be limited by the conditions set forth 1n paragraphs 1 through 3
above.
,.f
~';--Y b.
(Typed
r-"
)a' /j) Tit 1 e ~ ~~-)(/f\.--'
f 1 / C
~'" lL - ' " , !/
~I , }/)7 /Jy~ ---
Witne~ ! / r
By
Signature
(Typed or Printed name of Signer)
Title
(If the contractor ~s a partnership or
joint venture, all partners or co-ven-
turers must execute this Bond.)
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3180e
TRANSAMERICA INSURANCE COMPfu~Y
Surety
7575 GOLDEN VALLEY RD.. MINNEAPOLIS. MN. 55427
Address
(612) 545-4500
Phone No. ....
/'
GORDON C. MOORE -.......-...~..
(Typed or Printed Name of Signer)
Title ATTORNEY IN FACT
NORTHERN RISK ~~AGEMENT SERVICES, INC.
10000 WEST HIGHWAY 55. MINNEAPOLIS, MN. 55441
(Local Address & Telephone Number)
(612) 544-8815
(The attorney-in-fact shall attach here-
to a copy of his power of attorney or
other document which authorizes him to
act on behalf of and to bind the surety.)
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3180e
CHANGE ORDER
DA.TE: August 28, 1987
PLACE: New Hope, Minnesota
PROJECT: Boone Avenue & Quebec Avenue Overlay FILE NO.: 3477
PROJECT NO: 411
CONTRACTOR: Northwest Asphalt Inc., 1451 Co. Rd. 89, Shakopee, MN 55374
CHANGE ORDER NO: 1
DESCRIPTION OF WORK:
This work provides for the construction of 24" wide paving fabric over cracks on Boone
Avenue between 42nd Avenue and Hidden Valley Park.
Est;d Total
Change Order Item Unit Price Quantity Amount
Strip paving fabric (24" wide) Sq. ft. $1.65 7,092 $11,701.80
Total CHANGE ORDER NO. 1 - ADD..... $11,701.80
Original Contract Amount $428,886.60
Previous Change Orders 0.00
THIS CHANGE ORDER NO. 1 - ADD 11,701.80
REVISED CONTRACT AMOUNT........ $440,588.40
Recommended for Approval by:
i-".,-....~ ""<
Approved by: City of New Hope, Minnesota
Byd"vb-J ;(= ~f~ , Mayor
~J .' ,/)/'j /
I ." .. / I' ,~?
BYfJ/fPV-A!:j ~~HA-UA
v I'
Date: September 14, 1987 pfJ
Distribution
1 - City
2 - Contractor
1 - Engineer
6192e-D-166