08-24-98 CCCITY OF OTSEGO
REQUEST FOR COUNCIL ACTION
AGENDA SECTION: DEPARTMENT: MEETING DATE:
(DEPARTMENT: PREPARED BY: MEETING DATE
-11
I�. CONSENT AGENDA ,Non-Controvers-a- Items; E'aine Beatty I
Councr_ i
8/24/98-6:30PM
ITEM NUMBER: ITEM DESCRIPTION: PREPARED BY:
5.1. Approve Resolution #98-19 Appointing Election Judges
for 1998 Elections.
BACKGROUND:
The attached Resolution 498-19 is for Council Approva' to appo-nt
E_L -on judges for the State Primary and General Elections for 1998.
1f we end up with a shortage of judges, we may have to amend this
Resolution later.
RECCHMENDATION:
This is for Counc_- review and consent for approval. If council wants
to discuss further or disagrees, it can be moved to another portion of
the agenda.
Thanks,
E--a-ne
'RESOLUTION N0.98-19
APPOINTING ELECTION JUDGES FOR 1998
CITY OF OTSEGO, COUNTY OF WRIGHT
-------------------------------------------------------------------------------
WHEREAS the State Primary Elections are to be held on September 15, 1998, and,
WHEREAS the General Elections are to be held on November 3, 1998, and,
WHEREAS Election Judges are required to perform the election duties for these
elections,
NOW THEREFORE BE IT RESOLVED THAT, the following persons be
appointed as Election Judges and attend the necessary training provided by the City
of Otsego in order to hold the position of Election Judge:
Rose Cassidy Germaine Beaudry Julie Berning
Arlene Lindenfelser Elaine Beatty Judy Hudson
Lorene Hennick Burnadette Vetsch
Lu LuConic
Joan Nichols
Marion Lent
Judy Blesi
Gail Sorenson
Liz Wilder
Nancy Duerr
Nadine Aarvig
Marion Alexander
Lillian Schultz
Joann Martin
Pam Black
Carol Weidenbach Joy Swenson
Norm Schwanbeck
Merrilee flofstede Jessica Bistodeau Beverly Roden Bonnie Shierts
Appointed by the City of Otsego Council this 24TH day of August, 1998.
CITY" OF OTSEGO:
LARRY FOC:RNIER, MAYOR
ATTEST:
ELAINE BEATTY, CITY CLERK/
ZONING ADMINISTRATOR rlLK: 8-F.LE<MPS
(CITY SEAL)
CITY OF OTSEGO
REQUEST FOR COUNCIL ACTION
AGENDA SECTION: DEPARTMENT: MEETING DATE:
DEPARTMENT: PREPARED BY: MEETING DATE
. nndr�w Machrt:.qu_, C'ty "tto_ney EB Counc-I 8/24/98
6 : 3'J PM
ITEM NUMBER: ITEM DESCRIPTION:
7.1. Consider Riverwood Conference Center (Pattern Station) request for a referendum
to amend the City Liquor Ordinance for Sunday Sales for the November General Election
Ballot.
7.2. Any other legal business
BACKGROLTN D:
7.1. Andy MacArthur, City Attorney will be present to explain and answer questions. I have attached
Andy MacArthur's letter Re: Sunday Liquor written February 16, 1996 when Riverwood had a
Referendum to Amend the City Liquor Ordinance for Sunday sales. I have also attached two (2) letters
from Riverwood Re: the Referendum to amend the City Liquor Ordinance for Sunday sales and a letter
stating they will cover the City costs of the process.
7.2. This is for any unscheduled legal business that should arise.
RECONIN Eiti DATION:
This is for Council information/any decisions.
Thanks,
Elaine Beatty
,o990 95th Street NE Monticello, MN 55362
VmwooD
METRO BUSINESS RESORT
August 19. 1998
City of Otsego:
1-M.6rHON6 612-441-6813 -V FAx 612-441-3186
Riverwood Inn & Conference Center agrees to pay the fells
incurred with the process of the Otsego liquor Revision 'Drd-
inance. The cost to our knowledge should not be more tnan
($300.00) Three Hundred Dollars.
Sincerely, -
Quin Nordman,
General Manager
Nadine Aarvig, o
Senior Sales Manager
William S. Radzwill
Andrew J. MacArthur
Michael C. Couri
February 16, 1996
RADZWILL & COURJ
Attorneys at Law
705 Central Avenue East
PO Box 369
St. Michael, MN 55376
(612) 497-1930
(612) 497-2599 (FAX)
City of Otsego
c/o Elaine Beatty, City Clerk
8899 Nashua Avenue NE
Elk River, MN 55330
RE: Sunday Liquor
Dear Elaine:
Enclosed please find the statutory material on Sunday Liquor that
you earlier requested. As you will note, the first step in the
process is to initiate a referendum on the subject. This can either
be done by petition or can be initiated by motion of the City
Council. The easier method would be for the party requesting the
referendum to make a direct request of the City Council. Upon
successful initiation of referendum, it is then a matter of waiting
to see whether or not the matter is approved by the majority of
voters voting on that issue.
If the referendum is successful there must be amendment of the
City's Liquor Ordinance to provide for Sunday liquor and license
for the same. This amendment will require a public hearing.
Additionally, there must be a public hearing on the granting of a
Sunday liquor license if the applicant desires to start service at
10 a.m. Arguably, the statute does not require such a public
hearing if the applicant desires to start service at 12 of clock
noon. However, for the sake of consistency and ease of
administration, any ordinance amendment which I would recommend for
passage would require a hearing for either form of Sunday Liquor
license.
Because of the number of events that must occur to establish Sunday
liquor, it is my suggestion that the applicant request not only
that a referendum be initiated but that a proposed ordinance
amendment be drafted and that a public hearing on that amendment be
scheduled contingent upon passage of the referendum.
Letter to Otsego- Sunday Liquor
February 16, 1996
Page 2
I would advise the City to not initiate the referendum process by
Council motion until an agreement is reached with the applicant
wherein they guarantee to cover the City costs of the process.
If you have any questions regarding this matter please feel free to
contact me.
Very truly yours,
rew J. acAr ur
RADZWILL & COURI
Encls.
cc: Arlene DeCandia, Riverwood
-v-
10990 95th Street NE Monticello, N1N 55362 R][WRWOOD
METRO BUSINESS RESORT'
May 6, 1998
City of Otsego
c/o Elaine Beatty, City Clerk
8899 Nashua Avenue NE.
Elk River, MN 55330
RE: Sunday Liquor
Dear Elaine,
TELEPHONE 612-441-6833 -49 FAX 612-441-31BIL_
On behalf of Riverwood, we are requesting a referendum for the upcoming election.
We are requesting the referendum to amend the City liquor ordinance for Sunday sales to read as
such:
A restaurant club, bowling center, or hotel with a seating capacity for a least 30
persons and which holds an on -sale intoxicating liquor license may sell intoxicating
liquor for consumption on the premises in conjunction with the sale of food between the
hours of 12:00 noon Sundays and 1:00 ATM Mondays.
If the referendum is passed, we ask for immediate amendment to the City liquor ordinance.
Sincerely,
Quin Nordman
General Manager
el
Nadine Aarvi
g
Senior Sales Manager
CITN' OF OTSEGO
REQUEST FOR COUNCIL ACTIO`
AGENDA SECTION: DEPARTMENT: MEETING DATE:
DEPARTMENT: PREPARED BY: MEETING DATE
8 . 7 ar y Kos:zak, C-ty Eng_neef : EB Coun=_� 8/2.=,/98
6.30PM
ITEM NUMBER: ITEM DESCRIPTION:
8.1. Consider Authorization by motion for the advertisement of bids for the construction of
NjunicipaI Well 42.
8.2. Any other Engineering Business
BACKGROUND:
8.1. Attached is a copy of the plans and specs. for Council review. These ere previ
wously submitted to
the Mayor and City Council at the Tuesday, May 26, 1998 Council Meeting. No action was taken at
that time. The City Administrator will be present to give a review and answer questions. The City
Engineer is not able to attend this meeting.
RE O11 MENDATION:
This is for Council Approval by motion to Authorize the Advertisement for bids for the construction of
Municipal Well 42, if you agree with Plans and Specs. for the Municipal Well T2.
Thanks,
Laine Beatty
Hakanson
1 Anderson
Assoc., Inc.
August 5, 1998
Honorable Mayor and City Council
City of Otsego
8899 Nashua Avenue N.E.
Otsego, MN 55330
RE: Elevated Water Tank & Tower
Municipal Well #2
Dear Mayor and Council:
3601 Thurston Avenue
Anoka, Minnesota 55303
612/427-5860
Fax 612/427-X 0520
We request authorization by motion for the Advertisement for Bids for the
construction of the Elevated Water Tank & Tower.
The Elevated Water Tank and Tower plans and specifications were reviewed by the
Mayor and City Council at the Monday, August 3, 1998 Council workshop. Final
revisions shall be made to the plans and specifications as discussed. We
recommend authorization by the Mayor and City Council in order to meet the
proposed schedule for completion by late September of 1999.
The Municipal Well #2 plans and specifications were previously submitted to the
Mayor and City Council at the Tuesday May 26, 1998 council meeting.
along no action apparently was taken, and we are now requesting app on9 withh
setting a bid date at a future council meeting. Find accompanying six (6) sets of
plans and specifications for your review.
Also attached is a complete project schedule for the water and sewer trunk
facilities as proposed for construction by fall of 1999.
Sincerely
ASSOCIATES, INC.
ak, PE
clk
Attachments
cc: Mike Robertson, City Administrator
Elaine Beatty, City Clerk
Files OT506, OT508
Engineers Landscape Architects
Surveyors
C:\Share\WPmuni\AOTSEGO\508\ot5O6508ccl.doc
07508
PROJECT SCHEDULES FOR WATER - -_tVER TRUNK FACILITIES - CITY OF OTSEGO 0&06698
CIIATCn uiATCD TAuu A TnWFR PROJECT SCHEDULE
Council Authorizes Ad for Bid
Advertisement for Bids
BEGIN
DATE
08/10/86
06/21/98
END AUG SEP OCT
DATE 1998 1998 1998
-- X
09/10/98: IM
NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV
1998 1998 1999 1999 1999 1999 1999 1999 1999 1999 1999 1999 1999
11/15/98
Open Bids 0 11 AM
08115188
— X
X
Council Awards Bid
09128198
X
Open Bids01/19/99
Contract Bonds Precon Meeting
10101198
10/23198
01125199
Notice to Proceed
10115198
— _ X
03103199
Ri ht of EntrY
11/01188
'--- P
E
Earthwork
10/01198
10/3`1/98
04/15/98 08/14198
Shop Drawing Preparation & Submittal
10116/98
11115198
r•; yr, ;- '•r
Shop Drawing Review & Approval
11/15198
11130198
Final Completion
Concrete Footings Frost Free Months
11/16198
12115/98
05/16166
Order & Fabricate Steel
12/01/98
04/30196
- X
Ship & Erect Steel
05/01/99
08/15/99
,X
Painting,Inside & Out
08/18/99
9/30199
Tank Operational
09130/99
P - Lntry by t•ermtssion, C o unry oy ����...o... ••••••••
0 & utATCD rnr t FrTtnN RVSTEM PROJECT SCHEDULE
ATCOA! cotucD It WATFR FYTFN410N PROJECT SCHEDULE
BEGIN END AUG
DATE DATE 1998
SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUO SEP OCT NOV
1888 1998 1998 1898 1888 1889 1999 1999 1998 1999 1899 1898 1898 1998 1988
Receive MPCA Sewer Extension Permit
11/15/98
X
Council Authorizes Ad for Bid
12/07198
X
Advertisement for Bids
1M&98 01/14196
12/31/68
Open Bids01/19/99
12/01198
X
Council Awards Pro'ect
01125199
X
Contract Bonds Precon Meetin
01/28/99 02/14 198
03103199
Notice to Proceed
02/15/96
x
Possible Winter Construction Period
03101/99 04114199
04/02/99
X
Constriction
04/15/98 08/14198
1X
O erational Com lotion North of CR37
08115189
r•; yr, ;- '•r
Substantial Completion, to WWTF
08/18/99 11/14t89
X
Final Completion
11/15/88
--
h` �
ATCOA! cotucD It WATFR FYTFN410N PROJECT SCHEDULE
11 0/2
BEGIN
DATE
END AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV
DATE 1998 1998 1998 1998 1998 1999 1999 1699 1999 1990/ 1999 1999 1999 1999 190/9 10/99
C' Removes Develo Ment Monatorium
/0101/96
X
C Receives & Reviews Conce t Piens
taov68
tt/30/86
Co -Ordinate Develo ment Submittals:
12/01198
12/31/68
Pre are "Desi n Re orY' for SwrNVtr
12/01198
12/31/66
Councd Authorizes Plans & S Specs.
01111199
X
Pre aration of Plans & S ecifications
01112/60
03103199
Council Authorizes Ad for Bid
03108199
X
Advertisement for Bids
03112/98
04/02/99
X
Council Awards Pro act
oxtv6e
k
Contract Bonds Precon. Meetin
04113199
04130/98
X
Notice to Proceed
04130/88
X
Contractor Starts Construction
05115109
--
h` �
Const bon Period
05/16166
10/31188 X
Operational Completion
08/15199
- X
Final Completion
11115/99
— —
11 0/2
OT508 PROJECT SCHEDULES FOR WATER _VER TRUNK FACILITIES - CITY OF OTSEGO 08/05!98
MUNICIPAL WELL 92 PROJECT SCHEDULE
PUMPHOUSE PROJECT SCHEDULE
BEGIN
DATE
END AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUNJUL AUG SEP OCT NOV
DATE 1998 1998 1888 1998 1988 1B99 1989 1999 1999 1999 1999 1999 1999 1999 1999 1999
CouncB Authorizes Ad for Bid
08/2x98
x
Advertisement for Bids
08/28/98
09/17/98 .',IT71
Open Bids 11 AM
09122/98
x
Council Awards Bid
09/28/98
x
Contrad Bonds Precon Meeting10/01/88
03/011198
10/23198
Notice to Proceed
10/15198
x
Drillin & Development of Well
10126/98
12/15/98
PUMPHOUSE PROJECT SCHEDULE
2 of 2
BEGIN
DATE
END AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN AUG SEP OCT NOV
DATE 1998 1988 1898 1998 1898 logo 1999 1999 1999 1999 1999 1999 1999 1999 1999 1999
Final Design of Pumps
11118/98
01/15188
Council Authorizes Ad for Bid
01/25189
x
Advertisement for Bids
01/29189
02/1/1198
Open Bids @ 11 AM
02/23/88
x
Council Awards Bid
03/011198
x
Contract Bonds Precon Meeting
03108/99
03/31/88
Notice to Proceed
03/15/98
I I x
Shop Drawing Preparation & Review
04/01199
04/30/99
Budding Construction
05/01/99
06115198
Piping & Appurtenancas
08118198
07/15/99
Chemical & Electrical Installation
Pump Installation
0811x/99
07116199
07/31/99 u
07/31/99
Painting & Start-up
08101/89
08/15/99
2 of 2
CONTRACT DOCUMENTS
TECHNICAL SPECIFICa`ND LANS
F 0 R9Q.
Mi1NGC0PP�IVL #2 INSTRUCTION
i. .r :i • V
` t FOR
"--TTY OF OTSEGO, MINNESOTA
MAY 1998
Prepared by:
HAKANSON ANDERSON ASSOCIATES, INC.
3601 Thurston Avenue
Anoka, Minnesota 55303
Telephone: (612) 427-5860
I hereby certify that this Plan, Specification or Report was prepared by me or under my
direct super nand that I am a duly Registered Professional Engineer under State
of Minnes to atutes 326.0)2 to 326.16.
//!P�6 �
Reg. No. Da
Spec. No. 3
C:\SHARE\WPMUN1\AOTSEGO\506\0T506WEL.SPC
A
TABLE OF CONTENTS
Contract Documents and Technical Specifications for City of Otsego Municipal Well
#2 Construction.
Related Documents:
Title Page and Certification
Table of Contents
DIVISION 0 - BIDDING REQUIREMENTS CONTRACT FORMS
AND CONDITIONS OF THE CONTRACT
00100
Advertisement for Bids
Page 1
of 1
00200
Information for Bidders
Page 1
to 3
00300
Bid Proposal Form
Page 1
to 3
00430
Tabulation of Subcontractors
Page 1
of 1
00450
Tabulation of Suppliers or Materials
Page 1
of 1
00480
Affidavit of Non -Collusion
Page 1
of 1
00510
Notice of Award Form
Page 1
of 1
00520
Contract Agreement Form
Page 1
to 3
00540
Notice to Proceed
Page 1
of 1
00600
Perfomance Bonds
Page 1
of 1
00610
Performance and Payment Bond Form
Page 1
to 2
00700
General Conditions
Articles 1 through 44
Page 1
to 34
TC -1
DIVISION 1 - GENERAL REQUIREMENTS
Standard Specifications
Minnesota Well Construction Code, Minnesota Rules, Chapter 4725
Ten States Standards (Recommended Standards for Water Works)
American Water Works Association (AWWA) Standards
Special Provisions
Articles 1-20, Special Provisions to the Contract.
02670 Water Well
Part 1
General
Part 2
Materials
Part 3
Execution
DIVISION 2
TC -2
APPENDIX
Exhibit A Location Map
Exhibit B Site Plan
Exhibit C Subsurface Geology & Proposed Well Construction
TC -3
DIVISION 0
ADVERTISEMENT FOR BIDS
TO WHOM IT MAY CONCERN:
Separate sealed bids for the construction of Municipal Well #2 in the City of Otsego,
Minnesota will be received by the City of Otsego, 8899 Nashua Avenue N.E., Otsego,
Minnesota at the office of the City Administrator, until and then at said
office publicly opened and read aloud.
Principal components of the Project include the following:
Drilling 115 LF of 24" casing, drilling 60 LF of 23" open hole, placing 120 LF of 18"
steel liner, developing well, test pumping well, disinfecting well, gamma logging well,
video recording well, analyzing water from well, and restoring site conditions.
The Contract Documents may be examined at the following locations:
Hakanson Anderson Assoc., Inc.
3601 Thurston Avenue
Anoka, MN 55303
Copies of the Contract Documents may be obtained at the office of Hakanson Anderson
Associates, Inc., located at 3601 Thurston Avenue, Anoka, Minnesota 55303 upon
deposit of $50.00 for each set.
Any plan holder, upon returning the Contract Documents within ten (10) days following
the opening of bids and in good condition, will be refunded their deposit.
Each Bidder shall submit with the proposal a bidder's bond made payable to the City of
Otsego in the amount of five percent (5%) of the total bid. No bids may be withdrawn
for at least sixty (60) days after the scheduled closing time for the receipt of bids. The
City of Otsego reserves the right to reject any or all bids and to waive informalities.
CITY OF OTSEGO
Mike Robertson, City Administrator
Date:
Bids will be received by the City of Otsego (hereinafter called the "Owner"), at the
Otsego City Hall, 8899 Nashua Avenue, Otsego, Minnesota until and then
at said office publicly opened and read aloud.
Each Bid must be submitted in a sealed envelope, addressed to the Owner. Each sealed
enveloped containing a Bid must be plainly marked on the outside as "Bid For Municipal
Well #2 Construction,, and the envelope should bear on the outside the name of the
Bidder, his address andlicense number, if applicable. If forwarded by mail, the sealed
envelope containing the Bid must be enclosed in another envelope addressed to the
Owner at the address listed above. Any mailed bids received by the City after the time
and date of opening shall be rejected and returned unopened.
All Bids must be on the required Bid Form. All blank spaces for bid prices must be filled
in, in ink or typewritten. The Bid Form must be fully completed and executed when
submitted. Only one (1) copy of the Bid Form is required.
The Owner may waive any informalities or minor defects or reject any and all Bids. Any
Bid may be withdrawn prior to the above scheduled time for the opening of Bids or
authorized postponement thereof. Any Bid received after the time and date specified
shall not be considered. No Bidder may withdraw a Bid for a period of sixty (60) days
after the date of opening. Should there be reasons why the contract cannot be awarded
within the specified period, the time may be extended by mutual agreement between
the Owner and the Bidder.
Bidders must satisfy themselves of the accuracy of the estimated quantities in the Bid
Schedule by examination of the site and review of the drawings and Specifications,
including Addenda. After Bids have been submitted, the Bidder shall not assert that
there was a misunderstanding concerning the quantities of work or of the nature of the
work to be done.
The Owner shall provide to Bidders prior to bidding, all information which is pertinent
to, and delineates and describes, the land owned and rights-of-way acquired or to be
acquired.
The Contract documents contain the provisions required for the construction of the
Project. Information obtained from an officer, agent, or employee of the Owner or any
other person shall not affect the risks or obligations assumed by the Contractor or
relieve him from fulfilling any of the conditions on the contract.
Each Bid must be accompanied by a Bid Bond for at least five percent (5%) of the total
amount of the Bid, made payable to the Owner. Within five (5) days after the Bid prices
have been compared, the Owner will return the bonds of all except the three (3) lowest
responsible Bidders. When the Agreement is executed, the bonds of the two remaining
unsuccessful Bidders will be returned. The Bid Bond of the successful Bidder will be
retained until the Payment Bond and Performance Bond have been executed and
approved, after which it will be returned. A certified check in the amount of 5% of the
total bid may be used in lieu of a Bid Bond.
A Performance Bond and a Payment Bond, in the amount of one hundred percent
(100%) of the Contract Price, with a corporate Surety approved by the Owner, will be
required for the faithful performance of the contract.
Attorneys -in -fact who sign Bid Bonds or Payment Bonds and Performance Bonds must
file with each bond a certified and effective dated copy of their power of attorney.
The party to whom the contract is awarded will be required to execute the Agreement
and obtain the Performance Bond and Payment Bond within ten (10) Calendar Days
from the date when Notice of Award is delivered to the Bidder. The Notice of Award
shall be accompanied by the necessary Agreement and Bond Forms. In case of failure
of the Bidder to execute the Agreement, the Owner may at his option consider the
Bidder in default, in which case the Bid Bond accompanying the proposal shall become
the property of the Owner.
The Owner, within ten (10) days of receipt of acceptable Performance Bond, Payment
Bond and Agreement signed by the party to whom the Agreement was awarded, shall
sign the Agreement and return to such party an executed duplicate of the Agreement.
Should the Owner not execute the Agreement within such period, the Bidder may give
written notice to withdraw his signed Agreement. Such notice of withdrawal shall be
effective upon receipt of that written notice by the Owner.
The Notice to Proceed shall be issued within ten (10) days of the execution of the
r Agreement by the Owner. Should there be reasons why the Notice to Proceed cannot
be issued within such period, the time may be extended by mutual agreement between
the Owner and Contractor. If the Notice to Proceed has not been issued within the ten
(10) day period or within the period mutually agreed upon, the Contractor may terminate
the Agreement without further liability on the part of either party.
The Owner may make such investigations as he deems necessary to determine the
ability of the Bidder to perform the work and the Bidder shall furnish to the Owner all
such information and data for this purpose as the Owner may request. The Owner
reserves the right to reject any Bid if the evidence submitted by, or investigation of,
such Bidder fails to satisfy the Owner that such Bidder is properly qualified to carry out
the obligations of the Agreement and to complete the work contemplated therein.
Uri
I
A conditional or qualified Bid will not be accepted.
Award will be made to the lowest responsible Bidder.
All applicable laws, ordinances, and the rules and regulations of all authorities having
jurisdiction over construction of the Project shall apply to the contract throughout.
Each Bidder is responsible for inspecting the site and for reading and being thoroughly
familiar with the Contract Documents. The failure or omission of any Bidder to do any
of the foregoing shall in no way relieve any Bidder form any obligation in respect to his
Bid.
The low Bidder shall supply the names and addresses of major material Suppliers and
Subcontractors when requested to do so by the Owner.
The Project Engineer is Hakanson Anderson Associates, Inc., 3601 Thurston Avenue,
Anoka, Minnesota 55303, telephone (612) 427-5860.
ME
To: (hereinafter called the "Owner"): THE CITY OF OTSEGO
Project: MUNICIPAL WELL #2 CONSTRUCTION
Proposal of:
(hereinafter called the "Bidder"), organized and existing under the laws of the State of
and doing business as
*Insert "a corporation", "a partnership" or "an individual" as applicable.
*
In compliance with the Advertisement for Bids, the Bidder hereby proposes to perform
all work for the construction of the above referenced Project in strict accordance with
the Contract Documents, within the time set forth therein and at the prices stated.
By submission of this Bid, each Bidder certifies, and in the case of a joint bid, each party
thereto certifies as to his own organization, that this bid has been arrived at
independently, without consultation, communication or agreement as to any matter
relating to this bid with any other bidder or with any competitor.
The Bidder hereby agrees to commence work under this contract on or before a date to
be specified in the Notice to Proceed and to fully complete the Projects in accordance
with the schedule provided in the Special Provisions. The Bidder further agrees to pay
liquidated damages as provided in the General Conditions of the Specifications.
The Bidder acknowledges receipt of the following addendum:
1.
2.
3.
4.
5.
BP -1
BP -2 00300
BID
PROPOSAL
Bidder agrees to perform all the work
described in
the Contract
Documents for the
following unit prices and/or lump sums, which include
sales tax and any other applicable
taxes and fees:
Schedule "A" - COMMUNITY PUBLIC WATER
SUPPLY
FOR THE CITY
OF OTSEGO
Item
Description
Unit
Price/Each
Extension
1.
Mobilization/Demobilization
1
LS
$
/LS
$
2.
Drill/Drive 24" Casing
115
LF
$
/LF
$
3.
Drill 23" Open Hole
60
LF
$
/LF
$
4.
Fill/Bail Open Hole
8
CY
$
/CY
$
5.
Set 18" Casing
120
FT
$
/FT
$
6.
Install Grout
6
CY
$
/CY
$
7.
Blast and Bale
5
LBS
$
/LB
$
F.I.R. Development Equipment
1
LS
$
/LS
$
y.
Develop Well/Sandstone Removal
80
HR
$
/HR
$
10.
F.I.R. Test Pump Equipment
1
LS
$
/LS
$
1 1 .
Test Pump Well
60
HR
$
/HR
$
12.
Disinfect Well
1
LS
$
IS
$
13.
Gamma Log Well
1
LS
$
/LS
$
14.
Video Record Well
1
LS
$
/LS
$
.15.
Water Analysis
Report/Permit/Submittals
1
LS
$
/LS
$
16.
Site Restoration
1
LS
$
/LS
$
TOTAL BID SCHEDULE "A":
$
SUMMARY OF BIDDING:
TOTAL
$
BP -2 00300
BID PROPOSA
.Respectfully submitted:
Signature
Title
Attest:
Address
D ate
Signature
Title
Attest:
I
Address
D ate
'SEAL
(if Bid is by a corporation)
License Number (if applicable)
Note: Two corporation officers are to sign if applicable.
STATE OF
COUNTY OF
The foregoing instrument was acknowledged before me this day of -
1 99 .
Notary Public,
My Commission Expires
County, Minnesota
BP -3 00300
NAME _
ADDRESS
CITY
NAME
ADDRESS
CITY
NAME
ADDRESS
CITY
NAME
ADDRESS
CITY
NAME
ADDRESS
CITY
TELEPHONE NO.
TYPE OF CONSTRUCTION
TELEPHONE NO.
TYPE OF CONSTRUCTION
TELEPHONE NO.
TYPE OF CONSTRUCTION
TELEPHONE NO.
TYPE OF CONSTRUCTION
TELEPHONE NO.
TYPE OF CONSTRUCTION
00430
NAME
ADDRESS
CITY
NAME
ADDRESS
CITY
NAME
ADDRESS
CITY
NAME
ADDRESS
CITY
NAME
ADDRESS
CITY
TAQULATION OF SUPPLIERS
TELEPHONE NO.
TYPE OF MATERIAL
TELEPHONE NO. _
TYPE OF MATERIAL
TELEPHONE NO. _
TYPE OF MATERIAL
TELEPHONE NO. _
TYPE OF MATER►AL
TELEPHONE NO. _
TYPE OF MATERIAL
00450
AFFIDAVIT OF NON-COL.LU,;iON
STATE OF MINNESOTA
COUNTY OF WRIGHT
I hereby swear (or affirm) under the penalty of perjury:
1 . That I am the Bidder (if the bidder is an individual), a partner in the
Bidder (if the bidder is a partnership) or an officer or employee of the
Bidder corporation having authority to sign on its behalf (if the bidder is
a corporation);
2. That the attached bid or bids have been arrived at by the Bidder
individually and have been submitted without collusion with, and without
any agreement, understanding or planned common course of action
designed to limit individual bidding or competition with any other
prospective Bidder or vendor of any materials, supplies, equipment or
services described in the invitation to bid;
3. That the contents of the bid or bids have not been communicated by the
Bidder or its employees or agents to any person not an employee or agent
of the Bidder or its Surety on any bond furnished with the bid or bids,
and will not be communicated to any such person, prior to any official
opening of the bid or bids; and
4. That I have fully informed myself regarding the accuracy of the
statements made in this affidavit.
Subscribed and sworn to before me
this day of
(Bidder)
199.
(Firm making bid or bids) Official Title
TO:
PROJECT DESCRIPTION:
The Owner for the referenced Project has considered the bid submitted by you for the
above described work in response to its advertisement for bids dated
, and information for Bidders.
You are hereby notified that your bid has been accepted for items in the amount of
S
You are required by the information for Bidders to execute the Agreement and furnish
the required Contractor's performance bond within ten Calendar Days from the date
of receipt of this notice to you.
If you fail to execute said Agreement and to furnish said bond within ten days from
the date of receipt of this notice, said Owner will be entitled to consider all your rights
arising out of the Owner's acceptance of your bid as abandoned and as a forfeiture of
your bid bond. The Owner will be entitled to such other rights as may be granted by
law.
You are required to return an acknowledged copy of this notice of award to the
Owner. Dated this day of 199_.
(Owner)
By
Title
ACCEPTANCE OF NOTICE: Receipt of the above Notice of Award is hereby
acknowledged.
By this the _ day of
(Contractor)
Title
00510
CONTRACT AGREEMENT
1.01 THIS AGREEMENT made as of the day of 199_
by and between hereinafter called the Owner, and
hereinafter called the Contractor.
WITNESSETH, that whereas the Owner intends to
hereinafter called the Project, in accordance with the Drawings, Specifications and
other Contract Documents prepared by
NOW, THEREFORE, the Owner and Contractor for the considerations hereinafter set
for, agree as follows:
1 .02 The Contractor agrees to furnish all the necessary labor, materials, equipment,
tools and service necessary to perform and complete in a workmanlike manner all work
required for the construction of the Project, in strict compliance with the Contract
Documents herein mentioned, which are hereby made a part of the contract, including
the following Addenda:
Addendum No. Dated
CF -1 00520
a. Contract Time: Work under this Agreement shall be commenced
and shall be completed
b. Subcontractors: The Contractor agrees to bind every Subcontractor by the
terms of the Contract Documents. The Contract Documents shall not be
construed as creating any contractual relation between any Subcontractor
and the Owner.
1.03 THE OWNER AGREES to pay, and the Contractor agrees to accept, in full
payment for the performance of this Contract, the Contract amount of:
Dollars
($ ) in accordance with the provisions of the Contract
Documents.
a. Progress Payments will be made in accordance with the General Conditions
of the Contract.
b. Final Payment shall be made upon acceptance of the Project by the Owner
and in accordance with the Contract Documents.
c. The final contract amount shall be based on the accepted quantities of work
and unit prices as they appear in the Bid Proposal submitted by the
Contractor as modified by approved Change Orders or Supplemental
Agreements.
1.04 CONTRACT DOCUMENTS: The Contract comprises the Contract Documents
listed under the General Conditions of the Contract including the Bid Proposal. In the
event that any provisions of one Contract Document conflicts with the provisions of
another Contract Document, the provisions in that Contract Document first listed
below shall govern, except as otherwise specifically stated:
a. Agreement (this instrument)
b. Addenda to Contract Documents
c. Bid Proposal
d. Detailed Specifications Requirements
e. Drawings
f. General Conditions or Requirements of the Contract
g. Bonds
1. Performance and Payment Bond
2. Warranty and Maintenance Bond
3. Proposal Guaranty or Bid Bond (if any)
CF -2 00520
1 .05 SUCCESSORS AND ASSIGNS: This Agreement and all of the covenants hereof
shall inure to the benefit of and be binding upon the Owner and the Contractor
respectively and his partners, successors, assigns and legal representatives. Neither
the Owner nor the Contractor shall have the right to assign, transfer or sublet his
interest or obligations hereunder without written consent of the other party.
1.06 SPECIAL PROVISION: The Owner and the Contractor mutually agree that this
Agreement shall be subject to the following Special Provisions, which shall supersede
other conflicting provisions of this Agreement.
1.07 IN WITNESS WHEREOF, the parties have made and executed this Agreement,
the day and year first above written.
The CITY OF OTSEGO
By
Attest:
Contractor
By
Title
*Contractor's notarization:
STATE OF MINNESOTA
COUNTY OF
, Mayor
City Administrator
The foregoing instrument was acknowledged before me this day of
, 199.
Notary Public, County, Minnesota
My Commission Expire
CF -3 00520
1-M
DATE:
PROJECT DESCRIPTION:
You are hereby notified to commence work in accordance with the Agreement
dated , 199_, on or before
199_, and you are to complete the work within consecutive Calendar Days
thereafter.
The date of completion of all work in therefore
199.
Title
Acceptance of Notice:
Receipt of the above Notice to Proceed is hereby acknowledged by:
this the day of
199.
Title
00540
SECTION 00600
PERFORMANCE BONDS
A. The Owner may request the Contractor to furnish performance and payment
bonds prior to commencement of the work. premiums for such bonds shall
be paid for by the Contractor.
B. The bonds shall be in accordance with the Standard General conditions of
the construction contract. They shall provide security for the faithful
performance of the contract and for the payment of all persons performing
labor on the project under this contract and furnishing materials in the
connection with the contract, each in an amount at least equal to one
hundred percent (100%) of the contract amount. The surety on such bonds
shall be secured from the surety company licensed to do business in.
PERFORMANCE & PAYMENT GOND
KNOW ALL MEN: That we
hereinafter called the Principal, and
and
and
hereinafter called the Surety, or Sureties, are held and firmly bound unto the
hereinafter called the Owners, and to such persons, firms and
corporations who may furnish materials for, or perform labor on the work, building or
improvements, contemplated in the contract hereinafter mentioned, in the sum of:
Dollars ($
for payment whereof the Principal and Surety, or Sureties, bind themselves, their heirs,
executors, administrators, successors and assigns, jointly and severally, firmly by these
presents.
WHEREAS, the Principal has by means of a written agreement dated
entered into a contract with the Owner for construction of the
a copy of which Agreement is by reference made a part
hereof.
NOW, THEREFORE, the conditions of this obligation are such that if the Principal shall
faithfully perform the Contract on his part, and satisfy all claims and demands incurred for
the same and shall fully indemnify and save harmless the Owner from all costs and damage
which he may suffer by reason of failure to do so and shall fully reimburse and repay the
Owner all outlay and expense which the Owner may incur in making good any such default
and shall promptly make payment to all persons supplying labor or material for use in the
prosecution of the work provided for in such contract, then this obligation shall be null and
void; otherwise it shall remain in full force and effect.
Page 1 of 2 00610
PERFORMANCE AND PAYMENT BOND
AND PROVIDED, that any alterations which may be made in the terms of the Contract,
or in the work to be done under it, or the giving by the Owner of any extension of time for
the performance of the Contract, or any other forbearance on the part of either the Owner
or the Principal to the other shall not in any way release the Principal and the Surety, or
Sureties, or either or any of them, their heirs, executors, administrators, successors or
assigns from their liability hereunder, notice to the Surety, or Sureties, of any such
alteration, extension or forbearance being hereby waived.
This bond is made for the use and benefit of all persons, firms and corporations who may
furnish any material or perform any labor for or on account of said work, building or
improvements and they and each of them are hereby made obligees hereunder the same as
if their own proper names were written herein as such, and they and each of them may sue
hereon.
Signed and -Sealed this day of , 199_•
In the presence of:
) as to
as to
as to
Page 2 of 2
(SEAL)
(SEAL)
(SEAL)
1
Definitions
1
2
Progress and Submission Schedules: Pre -Construction Conference:
Time of Starting Work
5
3
Plans & Specifications
6
4
Detail Drawings and Instructions
6
5
Ownership and Copies of Documents, Record Documents and Security
Thereof
8
6
Patent Fees and Royalties
8
7
Work by Others and Subcontractors
9
8
Materials, Equipment and Labor; Substitute Material or Equipment
11
9
Errors, Omissions, Etc.
12
10
Permits, Laws, Taxes and Regulations
12
11
Availability of Lands; Physical and Subsurface Conditions:
Reference Points
13
12
Use of Permits
13
13
Engineer's Status During Construction
14
14
Engineer's Interpretations and Decisions
14
15
Shop Drawings and Samples
15
16
Tests and Inspections
16
17
Contractor's Supervision & Superintendence
17
18
Safety & Protection: Emergencies
17
19
Access to the Work: Uncovering Finished Work
19
20
Changes in the Work
19
21
Change of Contract Price
20
22
Change of the Contract Time
21
23
Neglected Work
22
24
Warrant & Guarantee: Correction, Removal or Acceptance of
Defective Work
22
25
Application for Partial Payment
23
26
Approval of Payment
24
27
Completion
25
28
Final Payment
25
29
Retention of a Portion of the Contract Sum
26
30
Liquidated Damages
27
31
Waivers of Claims and Continuing Obligations
27
32
Indemnification
28
33
Contract Bonds
29
34
Insurance
29
35
Contractor & Subcontractor Insurance
30
36
Compensation & Employer's Liability Insurance
30
37
Public Liability4inc}uding Automotive) and Property Damage Insurance
31
38
Builders Risk All Risk Insurance
31
39
Insurance Coverage for Special Conditions
31
40
Cleaning Up
32
41
Owner's Right to Stop or Suspend Work
32
42
Owner's Right to Terminate
32
43
Contractor's Right to Terminate
33
44
Miscellaneous
34
The following words, phrases or terms hereinafter used in the agreement of any
contract documents shall be interpreted according to each designated meaning as
follows:
1.1 Addenda: Written or graphic instruments issued prior to the execution of the
agreement which modify or interpret the contract documents, drawings and
specifications, by additions, deletions, clarifications or corrections.
1.2 Agreement: The written agreement between the Owner and the Contractor
covering the work to be performed, including all contract documents.
1.3 Bid Guaranty: The term means the security designated in the contract
documents to be furnished by the bidder as a guaranty of good faith to enter
into a contract with the Owner if the work is awarded to him.
1.4 Bid Proposal: The offer or proposal of the bidder submitted on the prescribed
form setting forth the prices for the work to be performed.
1.5 Bidder: Any individual, partnership, or corporation submitting a proposal for the
work to be completed.
1.6 Calendar Day: Every day shown on the calendar.
1.7 Change Order: A written order to the Contractor signed by the Owner
authorizing an addition, deletion or revision in the work, or an adjustment in the
contract price or the contract time issued after execution of this agreement.
1.8 Contract Bonds: Performance, labor and material payment bonds, maintenance
or guarantee -instruments of security, furnished by the Contractor and his surety
in accordance with the contract documents.
1.9 Contract Documents: The contract documents shall consist of the following:
1 . Legal and Procedural Documents
a. Advertisements for Bids
b. Information for Bidders
C. Executed Bid Form
d. Executed Bid Guaranty
1
e. Executed Agreement
f. Executed Bond
g. Notice of Award
h. Notice to Proceed
2. Special Provisions
3. Technical Provisions
4. General Conditions
5. Executed Payment Forms
6. Drawing(s)
7. All addenda issued by the Engineer prior to the time of the opening of the
bids.
8. Supplemental Agreements & Change Orders
1 .10 Contract Price: The total monies payable to the Contractor under the contract
documents.
1 .1 1 Contract Time: The number of calendar days stated in the contract documents
for the completion of the work.
1.12 Contractor: The individual, partnership, or corporation undertaking the
execution of the work under the terms of the contract and- acting directly or
through a duly authorized representative.
1.13 Engineer: By the term "Engineer" is meant Hakanson Anderson Associates,
Inc., 3601 Thurston Avenue, Anoka, Minnesota 55303, who has been
appointed by the Owner to take charge of the work contemplated by these
specifications and accompanying drawings and is designated and referred to in
these specifications as the "Engineer". (The Engineer or Owner may appoint an
authorized representative or inspector, limited in authority, assigned to make
inspection of the work performed and materials furnished by the Contractor.
Such a representative has no authority to order or permit deviation from plans
and specifications.)
1.14 Field Order: A written order affecting a change in the work not involving an
adjustment in the contract price or an extension of the contract time, issued by
the Engineer to the Contractor during construction.
1 .15 Notice of Award: The written notice of the acceptance of the bid issued by the
Owner to the Successful bidder.
1 .1 6 Notice to Proceed: The written notice issued by the Owner to the Contractor
authorizing him to proceed with the work and establishing the date of
commencement of the work.
2
1. 17 Owner: A private, public or quasi -public body or authority, corporation,
association, partnership, or individual for whom the work is to be performed.
1.18 plans: The term means the official drawings, plans, profiles, elevation, cross
sections and supplemental drawings, or reproductions thereof, approved by the
Engineer, which show the location, character, dimensions and details of work
to be performed. All such drawings, as listed elsewhere in the contract
documents, are a part of the plans whether attached to the contract documents
or separate therefrom.
1.19 Project: The undertaking to be performed as provided in the contract
documents.
1.20 Project Representative: The term means an authorized representative of the
Engineer, assigned to make any or all necessary inspections of the work
performed and the materials furnished by the Contractor.
1.21 Shop Drawings: All drawings, diagrams, illustrations, brochures, schedules and
other data which are prepared by the Contractor, a subcontractor,
manufacturer, supplier or distributor and which illustrate the equipment, material
or some portion of the work.
1.22 Special Provisions: The term means contract requirements peculiar to the
project which are not otherwise thoroughly or satisfactorily detailed and set
forth in the standard detail specifications or plans.
1.23 Specifications: The term means the directions, provisions, and requirements
contained herein, together with all written agreements made or to be made
pertaining to the method and manner of performing the work, or to the
quantities and qualities of materials to be furnished under the contract.
1.24 Subcontractor: The term means those having a direct contract with the
Contractor and it includes one who furnished materials worked to a special
design according to the plans and specifications of this work, but does not
include one who merely furnishes material so worked.
1.25 Substantial Completion: That date as certified in writing by the Engineer when
the construction of the project or a specified part thereof is sufficiently
complete in accordance with the contract documents for use by the Owner.
1.26 Supplemental General Conditions: Modification to the general conditions that
supplement, add to, delete from or change the articles therein.
9
1 .27 Surety: The Guarantor for the Contractor who, with the Contractor, signs an
instrument or instruments known as the bond or bonds guaranteeing that the
Contractor will fully comply with the plans, specifications and agreements.
1.28 Work: The entire completed construction or the various separately identifiable
parts thereof required to be furnished under the Contract Documents. Work is
the result of performing services, furnishing labor and furnishing and
incorporating materials and equipment into the construction, all as required by
the Contract Documents.
1.28 A.A.S.H.O.: The American Association of State Highway Officials. All
references to A.S.S.H.O. specifications or methods of tests shall be understood
to refer to their latest published edition of the "Standard Specifications for
Highway Materials and Methods of Sampling and Testing".
1.29 ASL: American National Standards Institute, Inc. All references to A.N.S.I.
specifications shall be understood to refer to their latest published edition.
1.30 A.S.A.: The American Standards Association. All references to A.S.A.
specifications shall be understood to refer to their latest published edition.
1.31 A.S,T,M,: The American Society for Testing Materials. All references to
A.S.T.M. specifications or methods shall be understood to refer to their latest
published edition of the A.S.T.M. Standards.
1.32 'A, W. W, A.: The American Water Works Association. All references to
A.W.W.A. specifications shall be understood to refer to their latest published
edition.
1.33 MN/DOT: The Minnesota Department of Transportation. All references to
MN/DOT specifications shall be understood to refer to their latest published
edition.
1.34 M.S.S.: Minnesota State Statutes. All references to M.S.S. shall be
understood to refer to the latest published edition.
Ell
2.1 Within 10 Calendar Days after execution of this Agreement, the Contractor shall
prepare and submit to the Engineer for review an estimated progress schedule
indicating the starting and completion dates of the various stages of the Work
and a schedule of Shop Drawing submissions.
2.2 Before starting the Work, a conference will be held to review the above
schedules, to establish procedures for handling Shop Drawings and other
submissions and to establish a working understanding between the parties as
to the Project. Present at the conference will be the Engineer, Project
Representative, the Contractor, his superintendent, the Owner and any others
who may have an interest in the Project.
2.3 Prior to starting the Work, the Contractor will furnish the Engineer certificates
of insurance as required by the appropriate provisions of the Contract
Documents.
2.4 The Work contemplated hereunder shall be commenced within ten (10) Calendar
Days after receipt by the Contractor of written Notice to Proceed from the
Engineer and shall be completed within the time limits set forth in the Special
Provisions or as specified elsewhere in the Contract Documents.
2.5 If the Contractor is delayed in the performance of the Work by any neglect of
Owner or Engineer, or by an employee, agent or representative of either, or by
changes ordered in the Work, or by the combined action of workmen (either
those employed on the Work or in any industry essential to the conduct of the
Work) in no way caused by or resulting from the default or collusion on the part
of the Contractor, or by strikes, lockouts, embargoes, fire, unavoidable
casualties, unusual delays in transportation, national emergency, or by any other
causes which Contractor could not reasonably control or circumvent, the
scheduled completion date and interim completion dates shall be extended for
a period equal to the length of such delay if within five Calendar Days after
expiration of any such delay Contractor delivers to Engineer a written request
for extension for such delay, and such request is approved by the Owner or
Engineer, which approval shall not be unreasonably withheld by Owner or
Engineer. In case of a continuing cause of delay of a particular nature,
Contractor shall be required to make only one such request with respect thereto.
Extension of time shall be the Contractor's sole remedy for any such delay
(except for Contractor's right to terminate this Agreement pursuant to the
provisions of Article 43 hereinafter), unless the same shall be caused by acts
5
constituting intentional interference by the Owner or Engineer with Contractor's
performance of the Work and where to the extent that such acts continue after
Contractor's notice to Owner or Engineer of such interference. Owner' s or
Engineer's exercise of any of its rights under Article 20, Changes in the Work,
regardless of the extent or number of such changes, or Owner's exercise of any
of its remedies of suspension of the Work,. or requirement of correction or re-
execution of any defective Work, shall not under any circumstances be
construed as intentional interference with Contractor's performance of the
Work.
2.6 All time limits stated in the Contract Documents are of the essence of the
Agreement. The provisions of this Article shall not exclude recovery for
damages (including compensation for additional professional services) for delay
by either party.
3.1 It is the intent of the Specifications and Plans to describe a complete Project to
be constructed in accordance with the Contract Documents.
3.2 The Contract Documents are complementary; what is called for by one is as
binding as if called for by all. If the Contractor finds a conflict, error or
discrepancy in the Contract Documents, he will call it to the Engineer's attention
in writing before proceeding with the Work affected thereby. In resolving such
conflicts, errors and discrepancies, the Contract Documents shall be given
precedence in the following order: Agreement, Specifications, Plans. Within
the Specifications, the order of precedence shall be as follows: Special
Provisions, Addenda, General Conditions, Technical Specifications Provisions.
Figure dimensions on Plans shall govern over scale dimensions, and detailed
Plans shall govern over general Plans. Any Work that may reasonably be
inferred from the Specifications or Plans as being required to produce the
intended results shall be supplied whether or not it is specifically called for.
Work, materials or equipment described in words which so applied have a well-
known technical or trade meaning shall be deemed to refer to such recognized
standards.
4.1 Unless otherwise provided, the Contractor shall furnish all labor, materials,
equipment, tools, transportation, supplies and incidentals which may be
necessary to construct and complete the Work in accordance with the Contract
Documents.
4.2 The Engineer will furnish to the Contractor with reasonable promptness
additional instructions by means of drawings and/or otherwise necessary
information for the proper execution of the Work when, in the opinion of the
Engineer, such are required. All drawings and instructions shall be consistent
with the Plans and Specifications, true developments thereof, and reasonably
inferable therefrom. The Contractor shall do no Work without proper drawings
and instructions. In giving such additional instructions, the Engineer shall have
authority to make minor changes in the Work, not involving extra cost, and not
inconsistent with the purpose of the Work.
4.3 The Contractor shall submit, with such promptness as to cause no delay in the
Work or in that of any other Contractor, three (3) copies of all Shop (or setting)
Drawings and schedules required for the Work of the various trades and the
Engineer shall pass upon them with reasonable promptness. The Contractor
shall make any corrections required by the Engineer, file with the Engineer two
(2) corrected copies and furnish such other copies as may be needed. The
Engineer's approval of such drawings or schedules shall not relieve the
Contractor from responsibility for deviation from Plans or Specifications, unless
the Contractor has, in writing, called the Engineer's attention to such deviation
at the time of submission, nor shall it relieve the Contractor from responsibility
for errors of any sort in Shop Drawings or schedules.
4.4 Unless otherwise set forth in the Contract Documents or bidding documents,
it shall be the Contractor's sole responsibility to determine subsoil conditions
prior to the bidding of the job. If under the terms of the Contract Documents,
the responsibility for subsoil conditions is with the Contractor, Contractor
hereby represents that he has inspected the location or locations of the Work
and has satisfied himself as to the condition thereof, including subsoil
conditions, and that the Contract Price as set forth herein is just and reasonable
compensation for all Work, including all foreseen or unforeseeable risks,
hazards, and difficulties in connection therewith.
4.5 The Engineer will furnish and set stakes as may be necessary for the Contractor
in order that the Contractor may construct the Work to the proper grade and
alignment.
4.6 The Contractor shall carefully preserve bench marks, reference points and
stakes and, in case of wilful or careless destruction, he shall be charged with
the resulting expense and shall be responsible for any mistakes that may be
caused by their unnecessary loss or disturbance.
7
4.7 The Engineer shall furnish such survey lines and grades as may be necessary for
the proper control of the Work; but this shall not relieve the Contractor of
responsibility for making careful and accurate measurements and for
constructing the Work accurately to the lines furnished by the Engineer. The
Contractor shall give the Engineer reasonable notice of his requirements for such
survey lines and grade as the Contractor may require.
4.8 The Contractor shall furnish and place, as directed, all necessary guide boards
and appurtenances and give such other incidental assistance at the Work site
as may be required by the Engineer, for staking out the Work. The Contractor's
working operations which interfere with the activities of the Engineer shall be
temporarily suspended for such reasonable time as the Engineer may deem
necessary. The Contractor shall carefully preserve the points furnished by the
Engineer and shall receive no extra compensation for any materials or services
furnished by the Contractor incidental to these operations of the Engineer.
•L•
•
5.1 All Specifications, Plans and copies thereof furnished by the Owner, through the
Engineer, shall remain the Owner's property. They shall not be used on another
project, and, with the exception of those sets which have been signed in
connection with the execution of the Agreement, shall be returned to the Owner
upon completion of the Project.
5.2 The Owner, through the Engineer, will furnish to the Contractor up to three (3)
copies of the Specifications and Plans as are reasonably necessary for the
execution of the Work. Additional copies will be furnished, upon request, at the
cost of reproduction.
5.3 The Contractor will keep one record copy of all Specifications, Plans, Addenda,
modifications, and Shop Drawings at the Work site in good order and annotated
to show all changes made during the construction process. These shall be
made available to the Engineer as the Project is completed.
• `iliL�I��• - . •- • ME
The Contractor will pay all license fees and royalties and assume all costs incidental
to the use of any invention, design, process or device which is the subject of patent
rights or copyrights held by others. The Contractor will indemnify and hold harmless
the Owner and the Engineer and anyone directly or indirectly employed by the Owner
from and against all claims, damages, losses and expenses (including attorney's fees)
arising out of any infringement of such rights during or after completion of the Work,
and shall defend all such claims in connection with any alleged infringement of such
rights.
7.1 The Owner may perform additional work related to the Project or may let other
direct contracts therefrom which shall contain general conditions similar to
these. The Contractor will afford the other contractors who are parties to such
direct contracts (or the Owner, if performing the additional work), reasonable
opportunity for the introduction and storage of materials and equipment and the
execution of work, and shall properly connect and coordinate the Work with
other contractors.
7.2 If any part of the Contractor's Work depends upon the work of any such other
contractor (or the Owner) for proper execution or results, the Contractor will
inspect and promptly report to the Engineer in writing any defects or
deficiencies in such work that render it unsuitable for such proper execution and
results. The Contractor's failure to report shall constitute an acceptance of the
other work as fit and proper for the relationship of his Work except as to
defects and deficiencies which may appear in the other work after the execution
of this Work.
7.3 The Contractor will do all cutting, fitting and patching of the Work that may be
required to make several parts come together properly and fit to receive or be
received by such other work. The Contractor will not endanger any work of
others by cutting, excavating or otherwise altering other's work and will only
cut or alter their work with the written consent of the Engineer.
7.4 Within 10 Calendar Days of execution of this Agreement, the Contractor will
submit to the Engineer for acceptance a list of the names of Subcontractors and
such other persons and organizations (including those who are to furnish
materials or equipment fabricated to a special design) proposed for those
portions of the Work for which the identity of the Subcontractors and other
persons and organizations must be submitted as specified in the Contract
Documents. Prior to the execution of the Work, the Engineer will notify the
Contractor in writing if either the Owner or the Engineer, after due investigation,
has reasonable objection to any Subcontractor, person or organization on such
list. The failure of the Owner or the Engineer to make objection to any
Subcontractor, person or organization on the list prior to the execution of the
Al
Work shall constitute an acceptance of such Subcontractor, person or
organization. Acceptance of any such Subcontractor, person or organization
shall not constitute a waiver of any right of the Owner or the Engineer to reject
defective workmanship, material, equipment, employees of the Contractor, or
Work, material or equipment not in conformance with the requirements of the
Contract Documents.
7.5 If, prior to the commencing of the Work, the Owner or the Engineer has
reasonable objection to and refuses to accept any Subcontractor, person or
organization on such list, the Contractor may, prior to such commencement,
either 1) submit an acceptable substitute without an increase in his Contract
Price or 2) withdraw his bid and forfeit his bid security. If, after the
commencement of the Work, the Owner or the Engineer refuses to accept any
Subcontractor, person or organization on such list, the Contractor will submit
an acceptable substitute and the Contract Price shall be increased or decreased
by the difference in cost occasioned by such substitution and an appropriate
Change Order shall be issued; however, no such increase in the Contract Price
shall be allowed in respect of any substitution unless the Contractor has acted
promptly and reasonably in submitting a name with respect thereto prior to the
execution of the Work.
7.6 The Contractor will not employ any Subcontractor (whether initially or as a
substitute) against whom the Owner or the Engineer may have reasonable
objection, nor will the Contractor be required to employ any Subcontractor
against whom the Contractor has reasonable objection. The Contractor will not
make any substitution for any Subcontractor who has been accepted by the
Owner and the Engineer, unless the Engineer determines that there is good
cause for doing so.
7.7 The Contractor will be fully responsible for all acts and omissions of his
Subcontractors and of persons directly employed by them and of persons for
whose acts any of them may be liable to the same extent that the Contractor
is responsible for the acts and omissions of persons directly employed by the
Contractor. Nothing in the Contract Documents shall create any contractual
relationship between any Subcontractor and the Owner or the Engineer or any
obligation on the part of the Owner.
7.8 The divisions and sections of the Specifications and the identifications of any
Plans shall not control the Contractor in dividing the Work among
Subcontractors or delineating the Work to be performed by any trade.
7.9 The Contractor agrees to specifically bind every Subcontractor to all of the
applicable terms and conditions of the Contract Documents.. Every
10
Subcontractor, by undertaking to perform any of the Work, will thereby
automatically be deemed to be bound by such terms and conditions.
7.10 All Work performed for the Contractor by a Subcontractor shall be pursuant to
an appropriate agreement between the Contractor and the Subcontractor which
shall contain provisions that waive all rights the contracting parties may have
against one another for damages caused by fire or other perils covered by
insurance provided in accordance with Contract Documents. The Contractor
shall upon request from the Engineer provide copies of the written subcontract
agreements to the Engineer. The Contractor will pay each Subcontractor a just
share of any insurance monies received by the Contractor.
8.1 The Contractor will provide and pay for all materials, equipment, labor,
transportation, construction equipment and machinery, tools, appliances, fuel,
power, light, heat, telephone, water and sanitary facilities and all other facilities
and incidentals necessary for the execution, testing, initial operation and
completion of the Work.
8.2 The Contractor covenants that all Work shall be done in a good and
workmanlike manner and that all materials furnished and used in connection
therewith shall be new and approved by the Engineer, except as otherwise
expressly provided for in the Plans and Specifications.
8.3 If it is indicated in the Specifications that the Contractor may furnish or use a
substitute that is equal to any material or equipment specified, and if the
Contractor wishes to furnish or use a proposed substitute, the Contractor will,
promptly after the Notice of Award, make written application to the Engineer
for approval of such a substitute certifying in writing that the proposed
substitute will perform adequately the duties imposed by the general design, be
similar and/or equal substance to that specified and be suited to the same use
and capable of performing the same function as that specified. No substitute
shall be ordered or installed without the written approval of the Engineer who
shall be the judge of equality.
8.4 All materials and equipment shall be applied, installed, connected, erected, used,
cleaned and conditioned in accordance with the instructions of the applicable
manufacturer, fabricator or processors, except as otherwise specifically provided
in the Contract Documents.
11
Should it appear that the Work here intended to be done or any of the materials or
matters relative thereto are not sufficiently detailed or explained on the Plans or in the
Specifications, or should any error, discrepancy or inconsistency appear between any
of the Plans and the Specifications, the Engineer shall furnish additional drawings,
details or explanations and shall have power to interpret, correct, adjust and explain
all errors, omissions, discrepancies, doubts and misunderstandings between such Plans
and Specifications, or between several drawings and Specifications, or between
several drawings, and the decision of the Engineer therein shall be final and conclusive.
10.1 The Contractor will secure and pay for all construction permits and licenses and
will pay all governmental and public utility charges and inspection fees
necessary for the performance of the Work.
10.2 If the Contractor observes that the Specifications or Plans are at variance
therewith, the Contractor will give the Engineer prompt written notice thereof,
and any necessary changes shall be adjusted by an appropriate modification.
If the Contractor performs any of the Work knowing or when with the exercise
of due care he should have known, it be contrary to any such laws, ordinances,
rules and regulations applicable to said Work and fails to give the Owner or
Engineer notice thereof prior to the performance thereof, Contractor shall bear
all costs, including reasonable attorney's fees, arising therefrom. Further,
Contractor shall observe and abide by and perform all of its obligations
hereunder in accordance with all applicable laws, rules and regulations of all
governmental authorities having jurisdiction, including the Federal Occupational,
Safety and Health Act. Contractor agrees to take affirmative action to not
discriminate against any employee or applicant for employment because of race,
creed, color or national origin. To the extent applicable, Contractor will comply
with all provisions of any executive orders and any rules, regulations, orders,
instructions, designations and other directives promulgated by any governmental
unit with jurisdiction thereof. Violation of this provision, after notice, shall be
a material breach of this Agreement and may result, at the Owner's option, in
a termination or suspension of this Agreement in whole or in part.
10.3 The Contractor will pay all sales, consumer, use and other similar taxes required
by the law of the place where the Work is to be performed.
12
1 1.1 The Owner will provide, as indicated in the Contract Documents and not later
than the date when needed by the Contractor, the lands upon which the Work
is to be done, rights-of-way for access thereto, and such other lands which are
designated for the use of the Contractor, the Contractor will provide all
additional lands and access thereto that may be required for temporary
construction facilities or storage of materials and equipment.
11.2 The Contractor will properly notify the Owner and Engineer in writing of any
subsurface or latent physical conditions at the site differing materially from
those indicated in the Contract Documents. The Engineer will promptly
investigate those conditions and advise the Owner in writing if further surveys
or subsurface tests are necessary. Promptly thereafter, the Owner will obtain
the necessary additional surveys and tests and furnish copies to the Engineer
and the Contractor. If the Engineer finds that the results of such surveys or
tests indicate subsurface or latent physical conditions differing significantly from
those indicated in the Contract Documents, a Change Order shall be issued
incorporating the necessary revisions.
1 1 .3 The Engineer will establish such general reference points as in his judgment will
enable the Contractor to proceed with the Work. The Contractor will be
responsible for the layout of the Work and will protect and preserve the
established reference points and will make no changes or relocations without
the prior written approval of the Owner and Engineer. He will report to the
Engineer whenever any reference point is lost or destroyed or requires relocation
because of necessary changes in grades or locations. The Contractor will
replace and accurately relocate all reference points so lost, destroyed or moved.
12.1 The Contractor will confine his equipment, the storage of materials and
equipment and the operations of his workmen to areas permitted by law,
ordinances, permits or the requirements of the Contract Documents, and shall
not unreasonably encumber the premises with materials or equipment.
12.2 The Contractor will not load nor permit any part of the structure to be loaded
with weights that will endanger the structure, nor will he subject any part of the
Work to stresses or pressures that will endanger it.
13
13.1 The Engineer shall be the Owner's representative during the construction period.
All instructions of the Owner to the Contractor shall be issued through the
Engineer. The duties and responsibilities and the limitations of authority of the
Engineer as the Owner's representative during construction are set forth in all
Articles of these General Conditions and shall not be extended without written
consent of the Owner and the Engineer.
13.2 The Engineer will make regular visits to the Work site to observe the progress
and quality of the executed Work and to determine, in general, if the Work is
proceeding in accordance with the Contract Documents. The Engineer's efforts
will be directed toward providing assurance for the Owner that the completed
Project will conform to the requirements of the Contract Documents. On the
basis of the Engineer's on-site observations as an experienced and qualified
design professional, he will advise the Owner as to the progress of the Work
and the performance of the Contractor.
13.3 The Engineer will have authority to disapprove of or reject Work which is
defective; i.e., is unsatisfactory, faulty or defective, or does not conform to the
requirements of the Contract Documents or does not meet the requirements of
any inspection, test or approval. The Engineer will also have authority to require
special inspection or testing of the Work whether or not the Work is fabricated,
installed or completed.
13.4 The Engineer will provide one or more full-time resident Project Representatives
to assist the Engineer in carrying out his responsibilities at the Work site during
construction activity. The duties, responsibilities and limitations of authority of
any such resident project representative shall be as set forth in the pre
construction meeting held by the Engineer.
13.5 Neither the Engineer's authority to act under this article nor any decision made
by him in good faith either to exercise or not exercise such authority shall give
rise to any duty or responsibility of the Engineer to the Contractor, any
Subcontractor, any of their agents or employees or any other person performing
any of the Work.
• a; a • • • •
14.1 The Engineer will issue with reasonable promptness such written clarifications
or interpretations to be consistent with or reasonably inferable from the overall
intent of the Contract Documents.
14
14.2 The Engineer will be the initial interpreter of the terms and conditions of the
Contract Documents and the judge of the performance thereunder. In his
capacity as interpreter and judge, the Engineer will exercise his best efforts to
insure faithful performance by the Contractor. The Engineer will not show
partiality and shall not be liable for the result of any interpretation or decision
rendered in good faith. Claims, disputes and other matters relating to the
execution and progress of the Work or the interpretation of or performance
under the Contract Documents shall be referred initially to the Engineer for
decision, which the Engineer shall render in writing within a reasonable time.
15.1 After checking and verifying all field measurements, the Contractor will submit
to the Engineer for approval, in accordance with the accepted schedule of Shop
Drawing submissions, five copies (or at the Engineer's option, one reproducible
copy) of all Shop Drawings, which shall have been checked by and stamped
with the approval of the Contractor and identified as the Engineer may require.
The data shown on the Shop Drawings will be complete with respect to
dimensions, design criteria, materials of construction and the like to enable the
Engineer to review the information as required.
15.2 The Contractor will also submit to the Engineer for approval, with such
promptness as to cause no delay in Work, all samples required by the Contract
Documents. All samples will have been checked by and stamped with the
approval of the Contractor, identified clearly as to material, manufacturer, any
pertinent catalog numbers and the use for which intended.
15.3 At the time of each submission, the Contractor will, in writing, call the
Engineer's attention to any deviations that the Shop Drawing or sample may
have from the requirements of the Contract Documents.
15.4 The Engineer will check and approve with reasonable promptness Shop
Drawings and samples; however, checking and approval shall be only for
conformance with the design concept of the Project and for compliance with the
information given in the Contract Documents. The approval of a separate item
as such will not indicate approval of the assembly in which the item functions.
The Contractor will make any corrections required by the Engineer and will
return the required number of corrected copies of Shop Drawings and resubmit
new samples until approved. The Contractor shall direct specific attention in
writing or on resubmitted Shop Drawings to revisions other than the corrections
called for by the Engineer on previous submissions.
15
1 5.5 No Work requiring a Shop Drawing or sample submission shall be commenced
until the submission has been approved by the Engineer.
15.6 The Engineer's approval of Shop Drawings or samples shall not relieve the
Contractor from his responsibility for any deviations from the requirements of
the Contract Documents unless the Contractor has in writing the Engineer's
attention to such deviations at the time of submission and the Engineer has
given written approval to the specific deviation, nor shall any approval by the
Engineer relieve the Contractor from responsibility for errors or omissions in the
Shop Drawings.
16.1 If the Contract Documents, laws, ordinances, rules, regulations or orders of any
public authority having jurisdiction require any Work to specifically be inspected,
tested, or approved by someone other than the Contractor, the Contractor will
give the Engineer timely notice of readiness thereof. The Contractor will give
the Engineer the required certificates of inspection, testing or approval. All such
tests will be in accordance with the methods prescribed by the American
Society for Testing and Materials or such other applicable organization as may
be required by law or the Contract Documents. If any such Work required so
to be inspected, tested, or approved is covered up without written approval or
consent of the Engineer, it must, if directed by the Engineer, be uncovered at
the Contractor's expense for observation. The cost of all such inspections, test
and approvals shall be borne by the Owner unless otherwise provided.
16.2 Any Work which fails to meet the requirements of any such test, inspection or
approval and any Work which meets the requirements of any such test or
approval but does not meet the requirements of the Contract Documents shall
be considered defective. Such defective Work may be rejected, corrected or
accepted as provided elsewhere in the Contract Documents. The costs of all
retests and follow up inspections shall be borne by the Contractor.
16.3 Neither observations by the Engineer nor inspections, tests or approvals by
persons other than the Contractor shall relieve the Contractor from his
obligations to perform the Work in accordance with the requirements of the
Contract Documents.
16
17.1 The Contractor will supervise and direct the Work efficiently and with skill and
attention. The Contractor will be solely responsible for the means, methods,
techniques, sequences and procedures of construction. Before undertaking the
Work the Contractor will carefully study and compare the Contract Documents
and check and verify all figures shown thereon and all field measurements. The
Contractor will at once report in writing to the Engineer any conflict, error or
discrepancy which he may discover. The Contractor will be responsible to see
that the finished Work complies accurately with the Contract Documents.
17.2 The Contractor will keep on the Work site at all times during its progress a
resident superintendent satisfactory to the Engineer. The superintendent shall
not be replaced without the consent of the Engineer except under extraordinary
circumstances. The superintendent will be the Contractor's representative at
the site and shall have authority to act on behalf of the Contractor. All
communications given to the superintendent shall be as binding as if given to
the Contractor.
17.3 The Contractor will provide competent, suitably qualified personnel to survey
and lay out the Work and perform construction as required by the Contract
Documents. He will at all times maintain good discipline and order among his
employees and the employees of his Subcontractors at the Work site.
17.4 The Engineer and/or Owner will not be responsible for the acts or omissions of
the Contractor, or any Subcontractors, or any agents or employees or any other
persons performing any of the Work.
18.1 The Contractor will be responsible for initiating, maintaining and supervising all
safety precautions and programs in connection with the Work. The Contractor
will take all necessary precautions for the safety of, and will provide the
necessary protection to prevent damage, injury or loss to:
18.1.1 All employees on the Work and other persons who may be
affected thereby;
18.1.2 All the Work and all materials or equipment to be incorporated
therein, whether in storage on or off the Work site; and
17
18.1.3 Other property at the Work site or adjacent thereto, including
trees, shrubs, lawns, walks, pavements, roadways, structures and
utilities not designated for removal, relocation or replacement in
the course of construction.
18.2 The Contractor will comply with all applicable laws, ordinances, rules,
regulations and orders of any public body having jurisdiction for the safety of
persons or property or to protect them from damage, injury or loss. The
Contractor will erect and maintain, as required by the conditions and progress
of the Work, all necessary safeguards for safety and protection, including
posting danger signs and other warnings against hazards and promulgating
safety regulations. The Contractor will notify owners of adjacent utilities when
execution of Work may affect them. When the use or storage of explosives or
other hazardous materials is necessary for the performance of the Work, the
Contractor will exercise the utmost care and will carry on such activities under
the supervision of properly qualified personnel. All damage, injury or loss to any
property referred to in this paragraph caused, directly or indirectly, in whole or
in part, by the Contractor, or Subcontractor or anyone directly or indirectly
employed by any of them or anyone for whose acts any of them may be liable,
will be remedied by the Contractor, except damage or loss attributable to the
fault of Plans or Specifications or to the acts or omissions of the Owner or the
Engineer or anyone employed by either of them or for whose acts either of them
may be liable, and not attributable to the fault or negligence of the Contractor.
18.3 The Contractor will designate a responsible employee at the Work site whose
duty shall be the prevention of accidents. This person shall be the Contractor's
superintendent unless otherwise designated in writing by the Contractor to the
Owner and the Engineer.
18.4 In emergencies affecting the safety of persons or the Work or property at the
Work site or adjacent thereto, the Contractor, without special instruction or
authorization from the Engineer, is obligated to act, at his discretion, to prevent
threatened damage, injury or loss. The Contractor will give the Engineer prompt
written notice of any significant changes in the Work or deviations from the
Contract Documents caused thereby, and a Change Order shall thereupon be
issued covering the changes and deviations involved if said emergency is not a
direct cause of the neglect of the Contractor or Subcontractor or a deviation by
the Contractor from any of the provisions of the Contract Documents.
19.1 The Engineer will at all times have access to the Work. The Contractor will
provide proper facilities for such access and observation of the Work and also
for any inspection, or testing thereof by others.
19.2 If any Work is covered contrary to the request of the Engineer, it must, if
requested by the Engineer, be uncovered for observation and replaced at the
Contractor's expense.
19.3 If any Work has been covered which the engineer has not specifically requested
to observe prior to its being covered, or if the Engineer considers it necessary
or advisable that covered Work be inspected or tested by others, the
Contractor, at the Engineer's request, will uncover, expose or otherwise make
available for observation, inspection or testing as the Engineer may require, that
portion of the Work in question, furnishing all necessary labor, material and
equipment. If it is found that such Work is defective or does not meet the
requirements of the Contract Documents, the Contractor will bear all the
expenses of such uncovering, exposure, observation, inspection and testing and
of satisfactory reconstruction, including compensation for additional professional
services, and an appropriate Change Order shall be issued depicting all such
costs from the Contract Price. If, however, such Work is found to be non -
defective and meets the requirements of the Contract Documents, the
Contractor will be allowed an increase in the Contract Price or extension of the
Contract Time directly attributable to such uncovering, exposure, observation,
inspection, testing and reconstruction, provided the Engineer first obtained
uncovering approval from the Owner.
20.1 Without invalidating the Agreement, the Owner may, at any time or from time
to time, order additions, deletions or revisions in the Work; these will be
authorized by Change Orders. Upon receipt of a Change Order, the Contractor
will proceed with the Work involved. All such Work shall be executed under the
applicable conditions of the Contract Documents. If any Change Order causes
an increase or decrease in the Contract Price or an extension or shortening of
the Contract Time, an equitable adjustment will be made as provided in the
Contract Documents.
20.2 The Engineer may authorize minor changes or alterations in the Work not
involving extra cost and not inconsistent with the overall intent of the Contract
Documents. These may be accomplished by a Field Order.
19
20.3 Additional Work performed by the Contractor without authorization of a Change
Order will not entitle him to an increase in the Contract Price or an extension of
the Contract Time, except in the case of an emergency as provided in elsewhere
herein.
20.4 The Owner will execute any appropriate Change Order prepared by the Engineer
covering changes in the Work to be performed and work performed in an
emergency and any other claim of the Contractor for a change in the Contract
Time or the Contract Price which is approved by the Owner and Engineer.
20.5 It is the Contractor's responsibility to notify his Surety of any changes affecting
the general scope of the Work or changes in the Contract Price and the amount
of the applicable bonds shall be adjusted accordingly. The Contractor will
furnish proof of such adjustment to the Engineer upon its occurrence.
21.1 The Contract Price constitutes the total compensation payable to the Contractor
for performing the Work. All duties, responsibilities and obligations assigned to
or undertaken by the Contractor shall beat the Contractor's expense without
change in the Contract Price.
21.2 The Contract Price may only be changed by a Change Order. If the Contractor
is entitled by the Contract Documents to a change in the Contract Price, the
claim shall be in writing delivered to the Engineer within five (5) calendar days
of the occurrence of the event giving rise to the claim. All valid claims for
adjustments in the Contract Price shall be determined by the Engineer. Any
change in the Contract Price resulting from any such claim shall be incorporated
in a Change Order.
21.3 The value of any Work covered by a Change Order or of any claims for a change
in the Contract Price shall be determined in one of the following ways:
21 .3.1 Where the Work involved is covered by unit prices contained in the
Contract Documents, by application of unit prices to the quantities
of the items involved;
21 .3.2 By mutual acceptance of a lump sum;
21 .3.3 By cost and a mutually acceptable fixed amount for overhead and
profit;
20
21.3.4 If none of the above methods is agreed upon, the value shall be
determined by the Engineer on the basis of costs and a percentage
for overhead and profit. Costs shall only include labor (payroll,
payroll taxes, fringe benefits, workmen's compensation, etc.),
materials, equipment, directly related to the Work involved. The
maximum percentage which shall be allowed for Contractors
combined overhead and profit shall be as follows:
21.3.4.1 For all such Work done by his own organization, the Contractor
may add up to fifteen percent (15%) of actual net costs for
combined overhead and profit; provided that no overhead or profit
shall be allowed on costs incurred in connection with premiums for
public liability insurance or other special insurance directly related
to such Work.
In such case and also under this paragraph, the Contractor will
submit in the form prescribed by the Engineer, an itemized cost
breakdown together with supporting data.
21.4 The amount of credit to be allowed by the Contractor to the Owner for any such
changes in cost, will be the amount of the actual net cost plus fifteen percent
(15%).
• MULtMel 9192 4LO103 01111110.
22.1 The Contract Time may only be changed by a Change Order. If the Contractor
is entitled by the Contract Documents to make a claim for an extension in the
Contract Time, the claim shall be in writing delivered to the Engineer within five
(5) calendar days after expiration of any such delay of the occurrence of the
event giving rise to the claim. All valid claims for adjustment in the Contract
Time shall be determined by the Engineer. Any change in the Contract Time
resulting from any such claim shall be incorporated into a Change Order.
22.2 The Contract Time will be extended in an amount equal to time lost due to
delays beyond the control of the Contractor, if he makes a claim therefrom as
provided in this Agreement. Such delays shall include, but not be restricted to,
acts or neglect by any separate Contractor employed by the Owner, fires,
floods, labor disputes, epidemics, abnormal weather conditions, or acts of God.
21
22.3 All time limits stated in the Contract Documents are of the essence of the
Agreement. The provisions of this Article shall not exclude recovery for
damages (including compensation for additional professional services) for delay
by either party.
If the Contractor should neglect to prosecute the Work in accordance with the
Contract Documents, including any requirements of the progress schedule, the Owner,
after five (5) Calendar Day's written notice to the Contractor may, without prejudice
to any other remedy, make good such deficiencies and the cost thereof (including
compensation for additional professional services) shall be charged against the
Contractor, in which case a Change Order shall be issued incorporating the necessary
revisions in the Contract Documents including an appropriate reduction in the Contract
Price. If the payments then or thereafter due to the Contractor are not sufficient to
cover such amount, the Contractor will pay the difference to the Owner.
LAT916142•
24.1 The Contractor warrants and guarantees to the Owner that all materials and
equipment will be new unless otherwise specified and that all Work will be of
good quality and free from faults or defects and in accordance with the
requirements of the Contract Documents and of any inspections, tests or
approvals referred to elsewhere in the Contract Documents. All unsatisfactory
Work, all faulty or defective Work and all Work not conforming to the
requirements of the Contract Documents or of such inspections, tests or
approvals shall be considered defective. Prompt notice of all defects shall be
given to the Contractor. All defective Work, whether or not in place, may be
rejected.
24.2 If required by the Engineer, prior to approval of final payment, the Contractor
will promptly, without cost to the Owner and as required by the Engineer, either
correct any defective Work, whether or not fabricated, installed or completed,
or, if the Work has been rejected by the Engineer, remove it from the Work site
and replace it with non -defective Work. If the Contractor does not correct such
defective Work or remove and replace such rejected Work within a reasonable
time, all as required by written notice from the Engineer, the Owner may have
the deficiency corrected or the rejected Work removed and replaced. All direct
or indirect costs of such correction or removal and replacement, including
compensation for additional professional services shall be paid by the
22
Contractor, and an appropriate Change Order shall be issued deducting all such
costs from the Contract Price.
The Contractor will also bear the expenses of making good all Work of others
destroyed or damaged by his correction, removal or replacement of his defective
Work.
24.3 If, after the approval of final payment and prior to the expiration of one (1) year
after the date of Substantial Completion or such longer period of time as may
be prescribed by law or by the terms of any applicable special guarantee
required by the Contract Documents, any Work is found to be defective, the
Contractor will, promptly, without cost to the Owner and in accordance with
the Owner's written instructions, either correct such defective Work, or, if it
has been rejected by the Owner, remove it from the Work site and replace it
with nondefective Work. If the Contractor does not promptly comply with the
terms of such instructions, the Owner may have the defective Work corrected
or the rejected Work removed and replaced, and all direct and indirect costs of
such removal and replacement, including compensation for additional
professional services, will be paid by the Contractor.
24.4 If, instead of requiring correction or removal and replacement of defective Work,
the Owner (prior to approval of final payment) and also the Engineer prefer to
accept it, he may do so. In such case, if acceptance occurs prior to approval
of final payment, a Change Order shall be issued incorporating the necessary
revisions in the Contract Documents, including appropriate reduction in the
Contract Price; or, if the acceptance occurs after approval of final payment, an
appropriate amount shall be paid by the Contractor.
•- ••• • •• ;hUM1141111••
25.1 After the 20th day of the current calendar month, the Contractor shall submit
to the Engineer a detailed estimate of the amount earned for the separate
portions of the Work, and request payment. As used in this Article, the words
"amount earned" means the value, on the date of the estimate for partial
payment, of the Work completed in accordance with the Contract Documents,
and the value of approved- materials delivered to the Project site suitably stored
and protected prior to incorporation into the Work. If the Contractor's estimate
of amount earned conforms with the Engineer's evaluation, the Engineer will
calculate the amount due the Contractor and make recommendation to the
Owner for payment.
23
25.2 After deducting the retainages and the amount of all previous partial payments
made to the Contractor, the amount earned as of the current month will be
made payable to the Contractor thirty (30) Calendar Days after the 20th day of
the said calendar month.
25.3 The Contractor warrants and guarantees that title to all Work, materials and
equipment covered by an application for payment, will have passed to the
Owner prior to the making of the application for payment free and clear of all
liens, claims, security interests and encumbrances (hereafter in these General
Conditions referred to as "liens"); and that no Work, materials or equipment
covered by an application for payment will have been acquired by the
Contractor or by any other person performing the Work at the Work site or
furnishing materials and equipment for the Project, subject to an agreement
under which an interest therein or encumbrance thereon is retained by the seller
or otherwise imposed by the Contractor or such other person.
25.4 The Engineer will, within fifteen (15) Calendar Days after receipt of application
for payment, either indicate in writing his approval of payment and present the
application to the Owner, or return the application to the Contractor indicating
in writing his reasons for refusing to approve payment. In the latter case, the
Contractor may make the necessary corrections and resubmit the application.
The Owner will pay the Contractor the amount approved by the Engineer and
Owner.
26.1 The Engineer's approval of any payment requested in an application for payment
shall constitute a representation by him to the Owner, based on the Engineer's
on-site observations of the Work in progress as an experienced and qualified
design professional and on his review of the application for payment and the
supporting data, that the Work has progressed to the point indicated; that, to
the best of his knowledge, information and belief, the quality of the Work is in
accordance with the Contract Documents (subject to an evaluation of the Work
as a functioning Project upon completion, to the results of any subsequent tests
called for in the Contract Documents and any qualifications stated in his
approval); and that the Contractor is entitled to payment of the amount
approved.
26.2 The Engineer's approval of final payment shall constitute an additional
representation by him to the Owner that the conditions precedent to the
Contractor's being entitled to final payment as set forth in the Agreement have
been fulfilled.
24
26.3 The Engineer may refuse to approve the whole or any part of any payment if,
in his opinion, he is unable to make such representations to the Owner. He may
also refuse to approve any such payment or, because of subsequently
discovered evidence or the results of subsequent inspections or tests, nullify
any such payment previously approved, to such extent as may be necessary in
his opinion to protect the Owner from loss because:
26.3.1 The Work is defective;
26.3.2 Claims have been filed or there is reasonable evidence to suggest
such filing thereof;
26.3.3 The Contract Price has been reduced because of modifications or
changes;
26.3.4 The Owner has been required to correct defective Work or
complete the Work;
26.3.5 Unsatisfactory performance of the Work, including failure to clean
up.
27.1 Prior to final payment, the Contractor may, in writing to the Owner and the
Engineer, certify that the entire Project is complete and request that the
Engineer issue a certificate of completion. Within a reasonable time thereafter,
the Owner, Contractor and Engineer will make an inspection of the Project to
determine the status of completion. If the Engineer and Owner do not consider
the Project complete, they will notify the Contractor in writing giving reasons
thereof. If the Engineer and Owner consider the Project complete, they will
prepare and deliver to the Owner an application for final payment.
27.2 The Owner shall have the right to exclude the Contractor from the Project after
the date of completion, but the Owner will allow the Contractor reasonable
access to complete or correct items of repair and maintenance.
F-11:11 ; , . - • ih
28.1 After the Contractor has completed any corrections to the satisfaction of the
Engineer and delivered all maintenance and operating instruction, schedules,
guarantees, bonds, certificates of inspection and other documents, all as
required by the Contract Documents, he may make application for final
payment. The final application for payment shall be accomplished by such
supporting data as the Engineer may require, together with complete and legally
effective releases or waivers (satisfactory to the Owner) of all liens arising out
25
of the Contract Documents and the labor and services performed and the
material and equipment furnished thereunder. In lieu thereof and as approved
by the Owner, the Contractor may furnish receipts of releases in full; an
affidavit of the Contractor that the releases and receipts include all labor,
services, material and equipment for which a lien could be filed, and that all
payrolls, State and Federal withholding taxes, material and equipment bills, and
other indebtedness connected with the Work for which the Owner or his
property might in any way be responsible, have been paid or otherwise satisfied;
and consent of the Surety, if any, to final payment.
If any Subcontractor or supplier fails to furnish a release or receipt in full, the
Contractor may furnish a bond satisfactory to the Owner to indemnify him
against any lien.
28.2 If, on the basis of his observation and review of the Work during construction,
his final inspection and his review of the final application for payment -- all as
required by the Contract Documents, the Engineer is satisfied that the Work has
been completed and the Contractor has fulfilled all of his obligations under the
Contract Documents, he will, within fifteen (15) Calendar Days after receipt of
the final application for payment, indicate in writing his approval of payment and
present the application to the Owner for payment. Otherwise, he will return the
application to the Contractor, indicating in writing his reasons for refusing to
approve final payment, in which case the Contractor will make the necessary
corrections and resubmit the application. The Owner, will, within twenty (20) _
Calendar Days of presentation to him of an approved application for payment,
and receipt of final payment documents pay the Contractor the amount
approved by the Engineer.
ARTICLE 29 RETENTION OF A PORTION OF THE CONTRACT SUM
The Owner may retain up to a maximum of ten percent (10%) of value of Work
completed and requested for payment. After fifty percent (50%) of the Work has been
completed, the Contractor may request consideration for reducement in the retained
amount. Where the Owner is subject to the provisions of Minnesota State Statutes
429.041 Section 6 the maximum retained amount shall be five percent (5%) released
with approval of the governing body. Those amounts released shall be considered not
required to be retained to protect the Owner's interest in satisfactory completion of
the Agreement.
26
The parties hereto recognize that failure on the part of the Contractor to complete the
Work within the time period set forth hereinabove, shall cause damage to the Owner;
and should the Contractor not complete the Work within that period of time, or
otherwise be guilty of substantial violation of this Agreement, the Owner may deduct
amounts per the following schedule per calendar day after the completion date and all
legal and Engineering costs related thereto, for each day exceeding said completion
date, from the total Contract Price to be paid to the Contractor, and among its other
remedies, terminate this Agreement and complete the Work by whatever method the
Owner may deem expedient, at the expense of the Contractor; and such action by
Owner shall not relieve Contractor of its liability to Owner for any damages caused by
the Contractor's default, including, but not limited to, the excess expense of finishing
the Work over the unpaid balance of the Contract Price. In the event a dispute arises
between the Contractor and Owner regarding an alleged default by the Contractor or
the assessment of liquidated damages, and if said dispute is submitted for litigation,
and in the further event that the Owner prevails thereon, liquidated damages shall
include court costs and reasonable attorney's fees as allowed by law. In the event the
Owner elects to complete the Work following Contractor's default as above set forth,
the Contractor agrees to extend its full cooperation of the Work contemplated under
this Agreement. The amount deducted under this paragraph shall not be construed as
a penalty, but rather as liquidated damages resulting from the non -completion of the
Work within the specified time.
SCHEDULE OF LIQUIDATED DAMAGES
Original Contract Amount
From More Than To and Including Charge Per Calendar Day
$ 0.00 $500,000.00 $ 200.00
500,000.00 1,000,000.00 $300.00
1,000,000.00 --- $500.00
31.1 The Contractor's obligation to perform the Work and complete the Project in
accordance with the Contract Documents shall be absolute. Neither approval
of any payment by the Engineer, nor the issuance of a certificate of completion,
nor any payment by the Owner to the Contractor under the Contract
Documents, nor any use or occupancy of the Project or any part thereof by the
Owner, nor any act of acceptance by the Owner nor any failure to do so, nor
27
any correction of faulty or defective Work by the Owner shall constitute an
acceptance of Work not in accordance with the Contract Documents.
31.2 The making and acceptance of payments shall constitute:
31.2.1 A waiver of all claims by the Owner against the Contractor other
than those arising from unsettled liens, from faulty or defective
Work appearing after final payment or from failure to comply with
the requirements of the Contract Documents or the terms of any
special guarantees specified therein; and
31.2.2 A waiver of all claims by the Contractor against the Owner other
than those previously made in writing and still unsettled.
32.1 To the fullest extent permitted by law, the Contractor shall indemnify and save
harmless, the Owner and Engineer of and from loss or damage caused to any
person or property by reasons of any carelessness or neglect in the doing or
making of this improvement or furnishing of material and by reason or failure to
pay all laborers, materials, mechanics, and subcontractors, and all persons who
shall supply said Contractor with materials, provisions and supplies for the
performance and completion of said Agreement to promptly pay all just debts,
dues and demands incurred in the performance of said Agreement, and of and
from all expenses of inspection and/or of whatever kind of nature, which shall
be caused by delay or failure in the performance and completion of this
Agreement, and further to indemnify and save harmless of and from all suits
and action of the Owner and Engineer on account of any injuries or damages
sustained by any person or persons by reason of any act, omission, or
negligence or by the use of improper or defective materials on the part of said
Contractor in the performance of any part of this Agreement, and further to
indemnify and protect and save the Owner and Engineer harmless against any
or all demands, fees, or royalties for any patented invention, materials,
methods, arrangements, or process of manufacturer of any infringement
thereon, that may be used or be in any manner connected with the
construction, erection, or maintenance of the Work, material, or any part
thereon encompassed by this Project.
32.2 The Contractor shall indemnify and hold harmless the Owner and the Engineer
and their agents and employees from and against all claims, damages, losses
and expenses including attorney's fees arising out of or resulting from the
performance of the Work, provided that any such claim, damage, loss or
expense (a) 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 resulting therefrom and (b) is caused in whole or in part by any
negligent act or omission of the Contractor, any Subcontractor, anyone directly
or indirectly employed by any of them or anyone for whose acts any of them
may be liable, regardless of whether or not it is caused in part by a party
indemnified hereunder.
32.3 In any and all claims against the Owner or the Engineer of any of their agents
or employees by any employee of the Contractor, any Subcontractor, anyone
directly or indirectly employed by any of them or anyone for whose acts any of
them be liable, the indemnification obligation under this Article shall not be
limited in any way by any limitation on the amount or type of damages,
compensation or benefits payable by or from the Contractor or any
Subcontractor under Worker's Compensation acts, disability benefit acts or
other employee benefit acts.
32.4 The obligations of the Contractor under this Article shall not extend to the
liability of the Engineer, his agents or employees arising out of (a) the
preparation or approval or maps, drawings, opinions, reports, surveys, Change
Orders, designs or Plans and Specifications or (b) the giving of or the failure to
give directions or instructions by the Engineer, his agents or employees,
provided such giving or failure to give is the primary cause of injury or damage.
ARTICLE 33. CONTRACT BONDS
The Contractor will furnish performance, payment and maintenance bonds as security
for the faithful performance, payment and maintenance of all his obligations under the
Contract Documents. These bonds shall be in amounts of at least 100% of the
Contract Price and in such form and with such Sureties as approved by the Securities
Exchange and by the Insurance Commissioner of the State in which the Project is
located. Prior to execution of the Contract Documents, the Owner may require the
Contractor to furnish such other bonds, in such form and with such Sureties as he may
require.
MRSIRMCLIVIIIIIIIIINMI]MIUM
34.1 The Contractor shall provide (from insurance companies acceptable to the
Owner) the insurance coverage designated hereinafter and pay all costs.
29
34.2 Before commencing Work under this Agreement, the Contractor shall furnish the
Owner with certificates of insurance specified herein showing the type, amount,
class of operations covered, effective dates, and date of expiration of policies,
and containing substantially the following statement:
"The insurance covered by this certificate will not be cancelled or materially
altered, except after 10 days written notice has been received by the Owner."
34.3 In case of the breach of any provision of this Article, the Owner, at his option,
may take out and maintain, at the expense of the Contractor, such insurance as
the Owner may deem proper and may deduct the cost of such insurance from
any monies which may be due or become due the Contractor under this
Agreement.
The Contractor shall not commence Work on this Agreement until he has obtained all
the insurance has been reviewed by the Owner, nor shall the Contractor allow any
Subcontractor to commence Work on his subcontract until all similar insurance
required for that portion of the Work has been so obtained and reviewed. Review of
the insurance by the Owner shall not relieve or decrease the liability of the Contractor
hereunder.
ARTICLE 36 COMPENSATION AND EMPLOYER'S LIABILITY INSURANCE
The Contractor shall maintain during the life of this Agreement the statutory Worker's
Compensation, in addition to, Employer's Liability Insurance in an amount not less than
$100,000 for each occurrence and a combined single limit of liability of $1,000,000
for each occurrence for all of his employees to be engaged in Work on the Project
under this Agreement and, in case any such Work is sublet, the Contractor shall
require the Subcontractor similarly to provide Worker's Compensation and Employer's
Liability Insurance for all of the latter's employees to be engaged in such Work. Where
Work under this Agreement includes any water or navigational exposure, coverage
shall be included to cover the Federal Longshoremen's and Harborworker's Act and the
Federal Jones Act.
30
37.1 The Contractor shall maintain during the life of this Agreement such public
liability and property damage insurance and automobile public liability and
property damage insurance and shall protect him, the Owner, the Engineer, and
any Subcontractor performing Work covered by this Agreement from claims for
damages for personal injury, including accidental death, as well as from claims
for property damage, which may arise from negligent operations under this
Agreement, whether such operations are by himself or by any Subcontractor or
by anyone directly or indirectly employed by either of them, and the amounts
of such insurance shall be not less than:
1. Public liability insurance in an amount not less than $500,000 for
injuries, including wrongful death to any one person, and subject to the
same limit for each person in an amount not less than $1,000,000 for
each occurrence.
2. "Broad Form" property damage liability insurance in an amount not less
than $500,000 for each occurrence.
37.2 The Contractor's public liability insurance and property damage insurance shall
provide the primary coverage on all claims arising out of the performance of the
Agreement, and shall name the Owner, its officers, agents and employees, and
the Engineer as additional insured's therein.
Unless otherwise modified in the Special Provisions, the Contractor shall secure and
maintain during the life of this Agreement, Builders Risk All Risk Insurance coverage
for 100 percent of the Contract Price. Such insurance shall not exclude coverage for
earthquake, landslide, flood, collapse, or loss due to the results of faulty workmanship,
and shall provide for losses to be paid to the Contractor and the Owner as their
interest may appear.
When the construction is to be accomplished within a public or private right-of-way
requiring insurance coverage, the Contractor shall conform to the particular
requirements and provide the required insurance. The Contractor shall include in his
31
liability policy all endorsements that the said authority may require for the protection
of the authority, its officers, agents and employees. Insurance coverage for special
conditions, when required, shall be provided as set forth in the Special Provisions.
The Contractor will keep the premises free from accumulations of waste materials,
rubbish and other debris resulting from the Work, and at the completion of the Work
he will remove all waste materials, rubbish and debris from and about the premises and
will remove all items of personal property such as all tools, construction equipment and
machinery, and surplus materials, and further will leave the site broom -clean and ready
for occupancy by the Owner. The Contractor will restore to the original condition
those portions of the Work site not designated for alteration by the Contract
Documents.
41.1 If the Work is defective, or the Contractor fails to supply sufficiently skilled
workmen or suitable materials or equipment, or if the Contractor fails to make
prompt payments to Subcontractors, or for labor, materials or equipment, the
Owner may order the Contractor to stop the Work, or any portion thereof, until
the cause for such order has been eliminated.
41.2 The Owner may, at any time and without cause, suspend the Work or any
portion thereof, for a period of not more than one hundred eight (1 80) days by
notice in writing to the Contractor and the Engineer which shall fix the date on
which Work shall be resumed. The Contractor will resume the Work on the date
so fixed.
ARTICLE 42. OWNER'S RIGHT TO TERMINATE
42.1 If the Contractor is adjudged bankrupt or insolvent, or if he makes a general
assignment for the benefit of his creditors, or if a trustee or receiver is
appointed for the Contractor or for any of his property, or if he files a petition
to take advantage of any debtor's act, or to reorganize under the bankruptcy or
similar laws, or if he repeatedly fails to supply sufficiently skilled workmen or
suitable materials or equipment, or if he repeatedly fails to make prompt
payments to Subcontractors, or for labor, materials or equipment, or if he
disregards laws, ordinances, rules, regulations or orders of any public body
having jurisdiction, or if he disregards the authority of the Engineer, or if he
32
otherwise violates any provision of the Contract Documents, then the Owner
may, without prejudice to any other right or remedy and after giving the
Contractor and his Surety seven (7) Calendar Days written notice, terminate the
services of the Contractor and take possession of the Project and of all
materials, equipment, tools, construction equipment and machinery thereon
owned by the Contractor, and finish the Work by whatever method he may
deem expedient. In such case, the Contractor shall not be entitled to receive
any further payment until the Work is finished. If the unpaid balance of the
Contract Price exceeds the direct and indirect costs of completing the Project,
including compensation for additional professional services, such excess shall
be paid to the Contractor. If such costs exceed such unpaid balance, the
Contractor will pay the difference to the Owner. Such costs incurred by the
Owner will be determined by the Engineer and incorporated into a Change
Order.
42.2 Where the Contractor's services have been so terminated by the Owner, said
termination shall not affect any rights of the Owner against the Contractor or
his Surety then existing or which may thereafter accrue. Any retention or
payment of monies by the Owner due the Contractor will not release the
Contractor or his Surety from liability.
42.3 Upon seven (7) Calendar Days written notice to the Contractor and the
Engineer, the Owner may, without cause and without prejudice to any other
right or remedy, elect to abandon the Project and terminate the Agreement. In
such case, the Contractor and Engineer shall be paid for all Work executed and
any expense sustained plus a reasonable profit.
M*Kd-q GM • - - ECHIMONOMMEW
If, through no act or fault of the Contractor, the Work is suspended for a period of
more than one hundred eight (180) Calendar Days by the Owner or under an order of
court or other public authority, or the Engineer fails to act on any application for
payment within thirty (30) Calendar Days after it is submitted, or the Owner fails to
pay the Contractor any sum approved by the Engineer within sixty (60) Calendar Days
of its approval and presentation, then the Contractor may, upon 'seven (7) Calendar
Days written notice to the Owner and the Engineer, terminate the Agreement and
recover from the Owner payment for all Work executed.
33
44.1 Whenever any provision of the Contract Documents requires the giving of
written notice it shall be deemed to have been validly given if delivered in
person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended, or if delivered at or sent by registered or
certified mail, postage prepaid, to the last business address known to him who
gives the notice.
44.2 The duties and obligations imposed by these General Conditions and the rights
and remedies available hereunder, and in particular but without limitation, the
warranties, guarantees, and obligations imposed upon the Contractor and the
rights and remedies available to the Owner and Engineer thereon, shall be in
addition to and not a limitation of any otherwise imposed or available by law,
by special guarantee or other provisions of the Contract Documents.
44.3 The Contract Documents shall be governed by the law of the place where the
Project is located.
44.4 Except as otherwise provided, or approved in writing, Contractor shall not
assign this Agreement or sublet it as a whole without the written consent of the
Owner; nor shall the Contractor assign any monies due or to become due to it
hereunder, without the previous written consent of the Owner. Owner may,
however, assign this Agreement to any other party or entity, provided Owner
continues to be responsible for the performance by such assignee of all
undertakings of the Owner hereunder. Subject to the foregoing, this Agreement
shall inure to the benefit of and be binding on the parties hereto and their
respective successors and assigns.
44.5 Contractor shall treat all information relating to the Project and all information
supplied to the Contractor by the Owner and/or Engineer as confidential and
propriety information of the Owner and/or Engineer and shall not permit its
release to any other parties or make any public announcement or any publicity
releases without the Owner's written authorization. Contractor shall also
require Subcontractors and vendors to comply with this Agreement.
44.6 In performing its obligations hereunder, Contractor shall be deemed an—
independent Contractor and not an agent or employee of Owner and/or
Engineer. Contractor shall have the exclusive authority to manage, direct and
control the Work subject to the terms and conditions of this Agreement and
approval of Owner and/or Engineer as provided herein. Owner is interested in
only the results obtained and not in the methods used in achieving the results.
34
DIVISION 1
• W K •\\ i. ' •
DIVISION 1 - SPECIAL PROVISIONS
INDEX
1.00
General
2.00
Project Description
3.00
Project Schedule
4.00
Work Area and Easements
5.00
Legal and Procedural
6.00
Permits
7.00
Private Property Protection
8.00
Maintenance During Construction
9.00
Sanitary Facilities
10.00
Utility Protection
11.00
Prosecution and Progress
12.00
Control of Materials, Sampling and Testing
13.00
Construction Support Services
14.00
Working Hours
15.00
Barricades, Guards & Safety Provisions
16.00
Surface Water, Erosion and Sedimentation Control
17.00
Maintenance and Cleanup of Work Area
18.00
Quality Assurance
19.00
Compliance with State Law
20.00
Measurement and Payment
These Special Provisions contain items of specific instruction and subject matter
concerning construction detail and/or are modifications to the General Requirements
and Standard Specifications.
i The work specified within these Contract Documents shall consist of all work
necessary to furnish and install complete in place a community public water supply
as shown and described in the Contract Documents. The City of Otsego,
Minnesota is the owner of the improvement.
The division of work is provided for by the schedules contained in the Bid Proposal
Form. The division is not necessarily reflective of the Contractors work operations,
methods and procedures. The Contractor is responsible for all work as specified
and may conduct that work as desired.
3.00 PROJECT SCHEDULE
3.01 Commencement -
1 3.02 Completion Period - calendar days
3.03 Final Completion -
3.04 Failure by the Contractor to meet each of the above schedules shall subject
the Contractor to liquidated damages as provided in the General Conditions of the
Contract Documents.
The property on which the Well #2 is to be constructed is owned by the City of
Otsego. A map is attached showing the location and boundaries. (Exhibit A). The
Contractor is responsible for compliance with any construction related easement
conditions known at time of bidding. Should the Contractor desire or require work
areas greater than shown or provided, said area use shall be acquired at the
Contractor's expense. Contractor operations shall be confined to the work area
and/or easements provided and shown unless the Contractor provides written
documentation showing acquisition of rights to use additional land. All disturbed
areas shall be restored as specified.
SP- 1
5.01 The insurance provisions and minimum limits of coverage as specified in the
General Conditions are applicable.
5.02 Partial and Final Payments. Requests for partial payment may be made for work
through the end of any calendar month. The owner is The City of Otsego who
shall act on such requests at regularly scheduled meetings. A minimum of ten
working days shall be provided for the engineer's and owner's administrative staff
review prior to scheduling action on partial payments by the Owner.
6.00 PERMITS
The Owner is submitting plans and specifications for review to the Minnesota
Department of Health and all other agencies having jurisdiction within the project
area. The Contractor shall provide the notification required by the Minnesota
Department of Health. The Contractor shall also be responsible for any municipal,
j state or federal fees or licenses required for work operations. It shall be the
1 Contractor's responsibility for final securement of all permits, payment of any fees
and/or bonds required and for compliance with all permit conditions.
7.00 PRIVATE PROPERTY PROTECTION
Trees, fences, poles, flower beds, rock and shrub gardens, retaining walls, and all
other private property shall be protected from damage unless their removal is
shown on the plans and authorized by the engineer. Any property damaged shall
be satisfactorily restored by the Contractor, or adequate compensation therefore
shall be the responsibility of the Contractor. The Contractor shall be responsible
for the removal and replacement of mail boxes and traffic signs in the Project area.
8.00 MAINTENANCE DURING CONSTRUCTION
1 Once the Contractor commences work on the Project, the construction area shall
be maintained for the remainder of the Project by the Contractor at his own
expense. Necessary signs and barricades shall be furnished by the Contractor.
All existing surfaces not scheduled for removal shall be protected. All equipment
which operates on bituminous or concrete surfaces shall be equipped with rubber
tires.
The Contractor shall provide reasonable access to all properties, residences,
businesses and offices and shops adjacent to the work. The cost of providing and
maintaining continuous access shall be incidental to the other work items.
SP - 2
Comply with governing regulations, including safety and health codes, for type,
i number, location, operation, and maintenance of sanitary fixtures and facilities;
provide not less than specified requirements.
Supply and maintain toilet tissue, paper towels, paper cups and similar disposable
materials appropriate for each facility. Provide appropriate covered waste
containers for used material.
Install self-contained toilet units or water and sewer connected. temporary toilet
1 facilities consistent with governing regulations. Use of pit -type facilities shall not
be permitted.
Provide drinking water fountains where piped potable water is accessible.
Otherwise, provide containerized tap -dispenser bottled -water type drinking water
units, including paper cup supply.
10.00 UTILITY PROTECTION
Data on existing utilities as may be on the plans were derived from information
believed to be correct. The appearance or non appearance of such information on
the plans does not guarantee the location, existence, or nonexistence of these
utilities. It is solely the Contractor's responsibility to obtain all locations from the
utility companies. It shall be understood that no additional compensation shall be
due to the Contractor for damages sustained by him due to any interference from
those utilities and appurtenances or the operations of moving or protecting them.
The Contractor shall comply with the provision of Minnesota Statutes Chapter 216
related to underground construction and utility protection (Gopher State One Call).
•• •:•
1101WA0119 I �►�
1 The notice of award directs the successful bidder to submit required insurance,
bonds and executed contracts. Upon receipt of such notice, the bidder shall
contact the engineer and discuss in general the means, methods and procedures
proposed to construct the work as specified and as scheduled.
A notice to proceed will be provided to the Contractor upon approval and execution
of all Contract Documents. Concurrent with such notice a pre -construction
conference will be scheduled and held with the Contractor, engineer,
representatives of the owner and representatives of any subcontractors, suppliers,
agencies, utility companies or others with interest in the Project. The Contractor
shall submit documentation for review at the preconstruction conference to identify
SP -3
construction personnel responsible for the work and to identify subcontractors or
suppliers. The Contractor shall prepare and submit a written schedule of the work,
identifying work components and showing work start and completion dates
required to comply with the Contract Documents and schedule. The Contractor
shall prepare and submit a list of material submittals that are required to comply
with specified standards and will submit certificates of compliance or a schedule
for compliance submittal.
No work is authorized on the Project until the conditions of award or notice to
proceed, if any, are met and all required submittals or schedules are approved.
Once work has commenced, the Contractor shall continuously pursue completion
in accordance with the approved schedule. The Contractor shall provide periodic
written updates on construction methods, procedures and schedules as necessary
and at least monthly. No partial payments shall be made unless such updates are
provided.
12.00 CONTROL OF MATERIALS SAMPLING AND TESTING
f The Contractor is responsible at his own cost for all sampling, testing and
certification to demonstrate that materials proposed for use in the work conform
to specifications and standards. No material shall be brought to the work site until
i approved certification is provided. The Contractor is responsible for performing
tests and furnishing test results on completed systems as required herein including
low pressure air/ infiltration test on sewers, and pressure/conductivity tests on
watermain.
The owner shall engage and separately pay for the services of an independent
testing laboratory to perform such sampling and testing deemed necessary at the
work site. Such owner testing may involve on-site testing of materials or mixtures
to verify previous Contractor compliance and will involve tests of compaction,
density, strength and thickness to verify Contractor construction and placement
compliance.
The procedures for and frequency of sampling and testing of materials shall be in
accordance with Mn/DOT 1603. Tests shall be made in accordance with the
American Society for Testing and Materials (ASTM) Standard and Tentative
Specifications that apply, except as otherwise specified. Signed copies of all
reports on tests shall be sent at once to the Owner and the Engineer.
Any materials tested and rejected shall immediately be removed from the site and
shall not be used in the work. Any work not conforming to specifications shall be
removed, repaired or corrected as required. The Contractor shall pay all costs of
retesting. Inspection and testing shall in no way relieve the Contractor or supplier
from responsibility in furnishing materials and workmanship in accordance with the
plans and specifications.
All phases of the work shall be open to the engineer and the owner. The
Contractor shall allow the use of the constructed facilities to properly inspect the
work as necessary. The Engineer, Hakanson Anderson Associates, Inc., is under
contract to the owner to provide construction staking, construction inspection or
observation and contract administration.
The Engineer shall provide field survey and staking necessary for Project layout to
include horizontal and vertical control stake and offset stakes for Project
components. It shall be the Contractor's responsibility to protect all survey
monumentation and stakes and to properly transfer provided line and grade to
working points as needed for construction.
The Contractor shall not disturb any monuments or stakes found within the Project
area until ordered by the engineer. The engineer will furnish and set any new or
replacement monuments or stakes required along the line of this improvement. The
Contractor will be responsible for their protection.
In case any monument or stake is disturbed by the Contractor without orders from
the engineer, the Contractor will be charged for the cost of the survey and any
other work required to relocate the same.
' The Contractor shall give the Project Engineer forty-eight (48) hours written notice
when he requires the services of a construction staking crew for laying out any
portion of the work.
Re -staking of the Project due to negligence and/or failure to protect stakes will be
at the Contractor's expense.
The work shall be carried out during normal daylight working hours in accordance
with local ordinance and so as not to cause any unreasonable nuisance to affected
residents. Under emergency conditions, this limitation may be waived in writing
by the Engineer in conjunction with qualified local authority.
To protect persons from injury and to avoid property damage, adequate barricades,
construction signs, warning lights, and guards as required shall be placed and
maintained by the Contractor during the progress of the construction work. All
material piles, excavation equipment and pipe which may serve as obstructions to
traffic or hazards shall be enclosed by fences or barricades and shall be protected
SP - 5
by adequate lighting when visibility is poor. The rules and regulations of local
authorities respecting safety provisions shall be observed.
The Contractor shall, before beginning work on the Project, submit a Surface
Water, Erosion and Siltation Control Plan to the Engineer.
The purpose of this plan is to minimize the soil erosion and disposition of
sedimentation.
Use of hay or straw bales, geotextile fabric, snow fences, temporary embankments
and/or turf are some materials and methods suggested and proposed to be used in
implementing the erosion and sedimentation control plan.
1 Excavations and embankments subjected to wind erosion shall be protected by
fencing, temporary turfing and/or watering.
The Contractor shall submit to the engineer the names and telephone numbers of
individual(s) available 24 hours a day, seven days a week to insure the
implementation of the surface water and erosion control plan.
Water used for dust control shall be incidental to the cost of the Project.
Each ditch or swale will have a sediment control structure. All storm runoff from
open excavations or stockpiles will be directed to a device that will reduce the
sediment load.
Upon completion of the Project, the engineer may require that some of the erosion
and sedimentation control devices remain in place. However, those designated to
be removed are to be removed completely and the areas restored to equal or better
condition.
Erosion control shall be considered incidental to the Project costs except where
indicated elsewhere.
17.00 MAINTENANCE AND CLEANUP OF WORK AREA
1
Once the Contractor commences work on the Project, the construction area shall
be maintained for the remainder of the Project by the Contractor at his own
} expense. The Contractor shall be responsible for providing all water required for
dust control.
SP -6
The work area shall be kept free and clear of construction debris. All waterways
and drainage paths shall be constructed, maintained or improved to provide
continued drainage for abutting properties and to protect the work.
When the work has been completed, the Contractor shall remove from the site all
extra materials, equipment, debris and other supplies. All surfaces disturbed during
the construction period, whether caused by actual excavation, deposition of
excavated material, or by the construction equipment shall be returned to their
original condition or better.
Maintenance, cleanup and restoration of work areas shall be incidental to other
work except as provided by bid item.
•• s
1 Regulatory Requirements: Comply with applicable requirements of federal, state,
and local law, regulations and codes having jurisdiction at the project site.
Comply with cement water well construction Code Chapter 4725 Department of
Health water well construction code.
Applicable requirements of the following standards and codes apply:
American Society of Testing and Materials (ASTM), latest edition.
American Water works Association (AWWA) latest edition.
Water pumped during testing and drawdown should be discharged to the school's
drainage pond located along the East side of the property.
Protecting Water Quality: Take precautions to prevent contaminated water or
? water having undesirable physical or chemical characteristics from entering stratum
from which well is to draw its supply. Prevent contaminants from entering well
either through opening or by seepage through ground surface.
If well becomes contaminated or water having undesirable physical or chemical
characteristics enters well due to neglect, provide casings, seals, sterilizing agents
lor other materials to eliminate contamination or shut off undesirable water. Provide
remedial work at no cost to the Owner.
Exercise care in performance of work to prevent breakdown or caving -in of strata
overlaying the form which water is to be drawn. Develop, pump or bail well until
water pumped from well is substantially free from sand. Protect work to prevent
either tampering with well, or entrance of foreign matter. Upon completion,
provide temporary well cap.
SP - 7
Driller's Requirements: Experienced foreman or driller to be constantly in control
of well site and who has authority to take orders from the Engineer and, upon
request, furnish well drilling information desired by the Engineer.
Abandonment of Drilling: If it becomes necessary to abandon drilling operation
before completion of water producing well, follow regulations for abandonment of
well as required by local authorities having jurisdiction.
Should abandonment of drilling be necessary due to poor workmanship or
negligence'on part of Contractor, there will be no compensation from the Owner.
19.00 COMPLIANCE WITH STATE LAW_
The Contractor shall comply with the provisions of the Minnesota Statutes, Chapter
103-1, wherein the Contractor shall make application and obtain the notification
to drill the well to include all necessary documentation and fees. The Owner shall
make application for permit to appropriate ground water on Form W53-50 from the
Mn/DNR, Division of Waters, Centennial Building, St. Paul 55101.
20.00 MEASUREMENT AND PAYMENT
i Item 1 : Mobilization/Demobilization: This item shall consist of preparatory work and
operations, including, but not limited to, those necessary for the movement of
personnel, equipment, supplies, and incidentals to the Project site. This item
shall also consist of removing these items from the site upon Project
completion. This item will be paid in accordance with Mn/DOT/2021.
I gm 2: Drill/Drive 24" Casing: This item shall include all casing, drive shoe,
equipment, labor and incidentals related to drilling/driving a 24" casing.
Required water for drilling and disposal of drilled material shall be included in
this item. This item will be measured in "in-place" lineal feet from the ground
surface to the lower limits of the drive shoe. This item will be paid on a lineal
foot basis.
Ag m 3_ Drill 23" Open Hole: This item shall include all labor, materials, equipment,
and incidentals required to drill an open hole from the bottom of the 24" drive
shoe to an approximate depth of 175 feet below ground surface. Required
water for drilling and disposal of drilled materials shall be included in this item.
This item will be measured in lineal feet from the ground surface to the bottom
of the drilled hole. This item shall be paid on a lineal foot basis.
Item 4: Fill/Bail Open Hole: This item shall include all materials, equipment, labor and
incidentals required to fill with and subsequently bail gravel from the open
hole. The open hole will be filled with gravel prior to grouting the 18" casing,
and bailed after the grout has set. The Contractor shall construct, and the
N
Owner shall measure, an open pit ten feet wide by ten feet wide by three feet
deep for disposal of bailed gravel. Material bailed from the open hole shall be
placed in the open hole. The Owner shall re -survey the open hole to determine
the quantity of loose angular fill. This item shall be measured according to the
Owner's calculations based on measured data. This item shall be paid on a
cubic yard basis for gravel placed/removed from the open hole.
Itgm : Set 18" Casing: This item shall include all materials, equipment, labor and
incidentals required to install an 18" casing with bell shoe inside the 24" outer
liner. The casing length shall be from 4' above the ground surface to the
lower limits of the bell shoe/uncolodiated layer. The bell shoe shall be 22"
O.D. The length of 18" casing will be measured from the bottom of the bell
shoe to 4' above ground surface on an "in-place" basis. This item shall be
paid on a lineal foot basis.
item : Install Grout: This item shall include all materials, equipment, labor and
incidentals required to install neat cement grout between the 18" and 24" well
casings. Measurement shall be based on annular space determination and
length of 18" and 24" casing installed. This item will be paid on a cubic yard
basis.
I em 7: Blast & Bale: Furnish and install explosive to blast a cavity in the Ironton -
Galesville formations as allowed by Minnesota statutes and rules of the State
of Minnesota. Bale the sandstone after the blast to the surface. Measurement
for Blast and Bale will be per pounds of explosives exploded. Payment shall
be by pounds of explosive used.
Item 8:
Furnish, Install and Remove Development Equipment: This item shall include
all materials, equipment, labor, and incidentals required to furnish, install and
remove all equipment required for developing the well. This item shall be paid
on a lump sum basis.
I
I m Develop Well/Sandstone Removal: This item shall include all labor an
incidentals required to develop the well. Time shall be measured by the Owner
with times confirmed daily by the Contractor. This item will be paid on an
hourly basis.
item 10: Furnish/Install/Remove (FIR) Test Pump Equipment: This item shall include all
materials, labor, equipment and incidentals required to furnish, install and
remove all equipment required for test pumping the well. This item shall be
paid on a lump sum basis.
Test Pump Well: This item shall include all materials, labor, equipment and
incidentals required to test pump the well. Time shall be measured by the
SP - 9
Owner with times confirmed daily by the Contractor. This item will be paid on
an hourly basis.
Item 12: Disinfect Well: This item shall include all materials, equipment, labor and
incidentals required to disinfect the finished well in accordance with Minnesota
Rules, part 4725.5550. This item shall be paid on a lump sum basis.
Ltgm 13.- Gamma Log Well: This item shall include all materials, equipment, labor and
incidentals required to perform a gamma log analysis of the open hole. The
Owner reserves the right to delete this item after receipt of soil samples. This
item will be paid on a lump sum basis.
Item 14: Video Record Well: This item shall include all materials, equipment, labor and
incidentals required to video record the well. The Owner reserves the right to
delete this item. This item shall be paid on a lump sum basis.
itg m 1 : Water Analysis Report/Permit/Submittals: This item shall include all material,
labor, equipment and incidentals required to gather data, collect samples
j including water analysis per 3.09 of Division 2, and prepare printed reports
associated with submitting all required reports, well logs, notifications, test
results, permits and submittals. This item shall be paid on a prorated basis
upon receipt of each required Contractor submittal. This item shall be paid on
a lump sum basis.
Item 1 : Site Restoration: This item shall include all materials, equipment, labor and
incidentals required to restore the site to preconstruction conditions upon
project completion. This item shall be paid on a lump sum basis.
SP - 10
DIVISION 2
DIVISION 2
02670 Water Well
PART 1 GENERAL
1.01
Scope of Work
1.02
Location
1.03
Geological Information
1.04
Submittals
1.05
Related Work
PART 2 MATERIALS
2.01 Well Casing
2.02 Grout
PART 3 EXECUTION
3.01
General
3.02
Well Construction
3.03
Drilling Samples
3.04
Gamma Log
3.05
Alignment and Plumbness
3.06
Well Development
3.07
Test Pumping
3.08
Disinfection
3.09
Water Analysis
SECTION 02670 - WELL CONSTRUCTION
PART 1 -GENERAL
The work to be performed under this contract shall include furnishing all labor,
tools, materials, supplies and all necessary and required appurtenances to
completely drill, encase, develop and test a community public well #2 located
in Otsego, Minnesota. The work shall be performed in accordance with these
specifications and attachments as prepared by Hakanson Anderson
Associates, Inc.
1 It is the intent of these specifications to secure a well producing consistently
at the rate of 500-750 gallons per minute (gpm), with a reasonable
drawdown, of potable, sand -free water. The Contractor shall cooperate fully
1 to secure this result for the purposes of these specifications, water having a
sand content of less than five milligrams per liter shall be considered sand -
free.
The intent of these specifications is to secure a complete well. The
1 Contractor shall perform all work required to complete the project whether
specifically cited herein or not. These specifications are intended to
supplement or modify the American Water Works Association (AWWA) A100
1 Standard and Chapter 4725 of the Minnesota Department of Health Rules to
fit the needs of expected conditions of this particular job. If conflicts occur
I between this specification, Chapter 4725 or AWWA A100, the more stringent
requirements shall prevail.
1.02 Location
The proposed well location is within the SW Quarter of the NW Quarter of the
SE Quarter of Section 22, Township 121 North, Range 23 West, Wright
County, Minnesota. The well location meets the isolation distances from
contamination sources as specified in Minnesota Rules Relating to Wells and
JBorings, Minnesota Rules, part 4725.4450. The well location is depicted on
Exhibit A, Location Map and Exhibit B, Site Plan, attached to this
lspecification. The owner shall mark the location of the well with lath prior to
I construction. The Contractor shall enter the site in the least disruptive
manner to minimize damage to the existing turf and facilities. The Contractor
I is advised to view the site to familiarize himself with access to the site.
02670- 1
The estimate subsurface geology is shown on Exhibit C attached to the back
of this specification. The exhibit was prepared utilizing test hole data
obtained from a 3/19/98 test hole boring located adjacent to the site. The
ground surface at the test hole location was 881 feet msl. The test hole
indicates that the Franconia aquifer is soft and will require casing for the
anticipated flow conditions. The geologic information associated with the test
hole boring is as follows:
DEPTH (feet)
(0 = 881 ft.
msl)
FORMATION
MATERIAL
COLOR
0-45
Glacial Drift
Sand & Gravel
---
45 - 60
Glacial Drift
Clay
Brown
60-64
Glacial Drift
Gravelly Clay
Brown
64-70
Glacial Drift
Clay
Brown
70-77
Franconia
Shale
Gray/Green
77- 116
Franconia
Shale & Sandstone
Brown/Gray
116- 172
Ironton -Galesville
Sandstone
Gray/White
172-240
End of Log
Eau Claire
Shale & Sandstone
Green
1.04 Submittals
1 A. Submittals product data per General Conditions.
1. Well casing - The Contractor shall furnish the Owner with certified
mill test reports with corresponding heat numbers. These will be
utilized for on-site verification of materials delivered.
B. Submittal of the following items shall be required throughout the course
of the work:
1 . Samples of sub -strata formations taken at five foot intervals and
changes in formation. Samples shall be taken continually
throughout the entire depth of the well.
02670-2
1
2. A detailed record of casings utilized during construction. Casing
( diameter, thickness, weight per lineal foot, and total length
installed shall be included in the casing record.
3. A formation gamma log detailing the well. The submittal shall
include a continuous strip chart record and also a digital
representation of the gamma results.
4. A test pumping record. The record shall contain the following data
associated with the test pumping procedure:
a. Time and date
1 b.
Pumping rate
C.
Well water Level
d.
Draw -down
e.
Yield
l
1 f.
Sand concentration
g.
Maximum safe yield
h.
Static water level at maximum safe yield
i.
Drawdown at maximum safe yield
5. Certification of alignment stating that the well is aligned and plumb
within specified tolerances.
a 6. A water quality analysis report as prepared by an approved
Minnesota Department of Health certified testing laboratory. The
analysis shall be per Section 3.09.
7. Graphic log or as -built diagram of the actual well construction.
8. Daily construction logs upon project completion.
9. A printed driller's log.
10. A colorized video display of the completed well on standard VHS
ltape. A printed copy of the video survey shall also be submitted.
A particulating lens shall be utilized to record the well.
11. The Contractor shall furnish to the owner, and appropriate
agencies, a copy of the Minnesota Department of Health Well
affidavit.
12. The Contractor shall apply for, and receive, a Minnesota
Department of Health notification prior to mobilizing to the site.
This form shall be submitted to the Owner for signature. All fees
required to submit this form shall be paid by the Contractor.
02670-3
A. General Conditions
B. Special Provisions
PART 2 - MATERIALS
I2.01 Well Casing
The well casing shall be new black steel well casing A 53 Grade B with
welded joints conforming to AWWA Standards for deep wells. Casing shall
be of the following minimum weights and wall thickness:
18" O.D. pipe 0.375 wall thickness 73.00 lbs/ft.
24" O.D. pipe 0.375 wall thickness
2.02 ro
The cement grout shall be Portland cement grout consisting of a mixture of
94 pounds of Portland cement to a maximum of six gallons of clean water in
a ratio so as to make a pumpable slurry. The grout shall be placed in one
continuous operation from the bottom of the eighteen inch (18") bell shoe to
the ground surface. The cement grout shall be forced into the annular space
between the 24" casing and the 18" casing pipe.
The grout shall be placed with, and by the use of, a continuous mixer and
pump or pumps via a tremie pipe starting at the bottom of the bell shoe and
forcing the grout to the surface. After the grout has been placed, it shall set
for a period of not less than 72 hours before continuing work on the well.
PART 3 - EXECUTION
3.01 General
The Contractor shall construct, by cable tool and/or auger drill method, a
potable water well in the Ironton/Galesville formation. The well shall be
capable of producing 500-750 gallons per minute of sand -free water. Drilling
additives must meet the requirements of NSF Standard 60.
The Contractor shall comply with Minnesota Department of Health rules and
regulations prohibiting dual aquifer wells. A test hole or pilot hole may be
drilled and logged as necessary by the Contractor to insure proper location of
the casing. The cost of the test hole or pilot hole shall be incidental to the
02670-4
drilling. No additional compensation shall be allowed to insure that the well
is completed in the approved aquifer.
At all times during construction, the Contractor shall protect the well against
tampering and against foreign matter from entering the well. A suitable cap
or cover shall be provided and utilized by the Contractor for this purpose. The
Contractor shall be responsible for any environmental impacts to the ground
surface to include, but not limited to spillage of hydraulic fluids, diesel or
t petroleum products as a result of drilling operations. All such impacts shall
i be corrected at the Contractor's expense.
All water required for well construction operations shall be furnished and
delivered to the site at the Contractor's expense.
All welding of casing joints as specified herein shall be performed by operators
who have previously been qualified as prescribed in the American Welding
Society "Standard Qualification Procedure" to perform the type of work
1 required.
As the drilling progresses, the Contractor shall remove all excavated material
to areas directed by the engineer on the well site. Upon completion of the
drilling, the Contractor shall remove from the site, at his expense, all material
removed from the hole which, in the engineer's opinion, is not needed for fill
material on the well site.
In the event that the Contractor shall fail to drill the well to the depth
specified, or should he abandon the well because of loss of tools or for any
other cause, the Contractor shall, if requested, and as directed by the
{ Engineer, fill the abandoned hole with neat cement grout and remove the
1 casing at the Contractor's expense. Salvaged materials furnished by the
l Contractor shall remain the Contractor's property.
I
3.02 Well Construction
The construction of the well, complete in-place, is anticipated to consist of
the following:
A. A 24 inch casing with drive shoe shall be installed to a depth of 115 feet
below ground surface to prevent collapse of the open hole in the
unconsolidated formations.
1
B. A 23 inch open hole shall be drilled to a depth of 180 feet as measured
from the ground surface.
02670- 5
C. The 23 inch open hole shall be backfilled with gravel to a depth of 115
feet below ground surface.
D. An 18 inch well casing with bell shoe shall be installed in the open hole
to a depth of 115 feet 4 feet above the ground surface.
E. The 18 inch casing shall be grouted from the bottom of the 24 inch
casing and bell shoe to the top of the 24 inch casing.
F. The gravel shall be bailed out of the open hole to the original bottom of
the open hole.
i
G. The Contractor, upon approval from the engineer, shall blast and bale to
create a cavity sufficient to produce a 500 gpm to 750 gpm well.
H. The well shall then be developed, test pumped and disinfected.
1. The 18 inch casings shall be cut-off above ground at elevation 886.0,
which is more than 12 inches above the finished floor of the proposed
pumphouse.
J. The finished well shall have a casing vent which shall terminate at least
18 inches above the finished floor of the pumphouse. The vent shall be
screened and turned downward.
K. The site shall be backfilled to preconstruction elevations.
3.03 Drilling Samples
A. Two sets of drilling samples shall be obtained at each five (5) foot
interval or at each change of formation. Samples shall be placed in
sample bags as provided by the MGS and marked as to the depth, owner
and date. One set of samples shall be sent to the Minnesota Geological
Survey together with a copy of the driller's log, and the other shall be
delivered to the Owner.
B. Failure on the part of the Contractor to obtain, preserve and deliver such
samples or records to the Owner shall be considered an actual damage
to the Owner. The Owner shall retain from moneys due or to become
due the Contractor the sum of ONE HUNDRED DOLLARS ($100.00) as
liquidated damages for each sample that the Contractor failed to obtain,
preserve and deliver to the Owner.
02670-6
3.04 Gamma Loa
The Contractor shall gamma log the well utilizing equipment which provides
a continuous strip chart record and also a digital interpretation of the data.
The data shall be interpreted to ascertain the formational characteristics of the
material encountered in the borehole by the Contractor. The placement of the
18 inch casing shall be determined based upon the gamma log and drilling
samples.
3.05 Alignment and Plumbness
Upon completion of the well construction, and prior to development, the
Contractor shall demonstrate to the Owner that the well is straight and
vertical with no doglegs. The test shall be made in accordance with the
methods established in AWWA A100-84, Section 8, and Appendix C of the
American Water Works Association Standard for Water Wells and witnessed
by the Engineer.
The following tolerances shall be maintained by the Contractor:
Plumbness - The maximum allowable horizontal deviation (drift) of the
well from the vertical shall not exceed two thirds of the smallest inside
diameter of that part of the well being tested per 100 feet of the depth.
Alignment - The alignment must be satisfactory for the successful
operation of the permanent pumping equipment.
Alignment shall be tested by lowering into the well a "plug" 40 feet long with
a diameter not more than 0.5 inches less than the inside diameter of the
casing from a suspension point above the center of the casing, and recording
the deflection of the cable from the center at the top of the casing. Readings
shall be taken at intervals not to exceed 10 feet at all break points in casing
alignment. All readings shall be converted to actual deflections at the depth
of the plug.
Should the plug fail to move freely throughout the length of the casing or
should the well fail the plumbness requirements stated above, the Contractor
shall correct such faults or drill a new well and abandon the unsuccessful well
at the Contractor's own expense. No payment shall be made for well
construction, well development and pumping testing for wells_ not meeting the
alignment and plumbness requirements.
02670-7
A report presenting the results of the plumbness and alignment test with
tables and graphs as illustrated in Appendix C, AWWA A100 shall be
submitted to the Engineer.
The Owner may waive the requirements for alignment or plumbness if, in their
judgement: 1) the Contractor has exercised all possible care in constructing
the well and the defect is due to circumstances beyond the Contractor's
control; and 2) the utility of the completed well will not be materially
affected.
The Contractor shall be paid for one plumbness and alignment test made upon
completion of the well. The Contractor may make alignment tests at the
Contractor's own expense at any time during construction of the well. The
Owner reserves the right to require the Contractor to make alignment tests at
any time during construction of the well. If the well passes the alignment test
the Owner will be responsible for the cost of the test. If the well fails an
j alignment test, the Contractor shall bear all costs of all further alignment tests
i to verify the adequacy of corrective work or the alignment tests of a new well
drilled by the Contractor.
3.06 Well Developmen
A. The Contractor shall provide necessary labor and equipment to surge and
develop the well. Such work to be performed at the contract unit price
provided. Water from such operations shall be piped to a point away
from the well so as to not cause any disruption as determined by the
Owner.
B. Development shall include installation of sufficient eductor piping to
develop the open hole by air lift method, as approved by the Engineer.
The air lift method shall effectively extract from the water bearing
formation the maximum practical quantity of sand, and other fine
materials in order to bring the well to maximum yield per foot of draw-
down and to sand free conditions.
C. The Contractor shall collect water samples in one gallon wide mouth
glass containers for inspection during development.
D. Development of the well shall be continued until water pumped from the
well is at the maximum pumping rate.
E. The Contractor shall be equipped to develop the open rock hole by air
surging/decompressing.
02670-8
F. The Contractor shall supply an air compressor capable of delivering a
minimum of 700 CFM at 350 PSI.
3.07 Test Pum nng
1 A. Upon completion of the basic well construction and the well
development, the Contractor shall furnish, install and remove his own
deep well turbine pump and prime mover capable of delivering 1500
t gallons per minute at 250 TDH. Failure to create this volume or TDH will
1 cause rejection of the test pump period until a pump of sufficient
capacity is installed.
B. The Contractor shall furnish all necessary labor and supplies required to
operate the test pump unit at such rates of discharge and for such
periods of time as directed until clear and clean of all drilling fluids. The
cost for this initial time period shall be included in the installation of the
! pump.
C. The well shall be tested at flow rates of 200, 400, 600, 800, 1000,
1200 and 1500 for a total time of at least eight (8) hours to determine
draw -down and establish the pumping rate at which sand -free water is
obtained. Observations shall be taken at fifteen (15) minute intervals for
a maximum of 90 minute duration or until stable.
D. The sand content shall then be determined and, if it appears in the
opinion of the owner that sand -free water has been obtained, the
1 Contractor shall increase the capacity of the next higher pumping rate,
until the pumping rate of 1500 gpm is obtained.
E. This test will require the Contractor to furnish and install the pump into
the well and to pipe the water as directed by the owner.
3.08 Disinfection
A. After all test procedures have been made and before final acceptance of
the well, the new well shall be disinfected in accordance with the
procedure(s) recommended by the Minnesota Department of Health in
Minnesota Rules, part 4725.3050.
B. A minimum of 100 ppm of HTH shall be induced into the well with at
least three well volume of potable water.
02670-9
3.09 Water Analysis
At completion of test pumping and prior to removing test pump, the
Contractor shall take water samples and have the following laboratory
analysis performed.
I Total Dissolved Solids
Total Suspended Solids
I Total Hardness (CACO3)
Calcium Hardness (CACO3)
Magnesium Hardness (CACO3)
Total Alkalinity (CACO3)
-Sulfates
Chlorides
Iron
Manganese
Ph
Copper
Nitrate Nitrogen
Zinc
Coliform Bacteria
Foaming Agents
Hydrogen Sulfide
Corrosivity, Langlier Index
Sand, 10 Micron Filter
A copy
of results of the Coliform Bacteria and Nitrate Analysis shall be sent to the
1 Minnesota Department of Health.
In addition, the Contractor shall take and have three samples analyzed for sand
1 content. These samples will be taken during pumping when directed by the Engineer
to verify visual estimates of sand content.
02670- 10
' MUNICIPAL
WATER WELL #2 LOCATION MAP
CITY OF OTSEGO
.-1i�MEW
EXHIBIT
A
LOCATION
MAP
Hlnsan
■■
I ■■
n
l4rsonc.
pqT- APR 1998 FLS 07506
Q COUNTRY RIDGE PLAT
— x — PRIVATE EASEMENT TO BE USED
-7� BY LANDOWNER TO GET TO LAND TO SOUTH.
881 8
885 ° :{o}J m a, o
ro
—bb 10
BBB
c I
888
// /� � � — 888 _ � � _ m—`�-t•ey.— _ B7
15
co / , / / �\\ —,b-584 O 1
PROPOSED MUNICIPAL
WELL #2 LOCATION
H
jig
'1 I I II I / \\\ '' J
B7B J CITY OF OTSEGO
Property NAY of School (adj. to 83rd)
Site Plan of Pumphouse #1 k Well #2
Exhibit B
SL Site Plan
—Z Hakonson
Anderson
■■
50 0 50 100 Assoc.,Inc.
Engineers. Surveyors k Londscopt Architects
SCALE IN FEET .3601 Thurston A".. Anoka, Minnesota 55303
DATE MAY 1998 OT506 612-427-5860 FAX 612-427-0520
\OT505EX I \0T5c5EAE 0-
WELL #2 SUBSURFACE GEOLOGY
AND PROPOSED WELL CONSTRUCTIOr
CUT OFF ELEVATION -\
TO BE DETERMINED
BY ENGINEER IN FIELD
DATE APR 1998
ELEV.
DEPTH
(MSL)
(FEET)
TEST WELL LOG #1
881
0
SAND & GRAVEL
GLACIAL
CLAY
DRIFT
810
71
SHALE &
SANDSTONE
FRANCONIA
(GREEN)
FORMATION
778
103
SANDSTONE
IRONTON /
(WHITE)
GALESVILLE
FORMATION
709
172
SHALES
EAU CLAIRE
(GREY/GREEN)
FORMATION
641
240
END OF TEST
WELL BORING
DATE APR 1998
0
GRAVEL (SHOWN)
TO BE REMOVED
AS STATED BELOW.
23" DIA OPEN HOLE.
FILL WITH GRAVEL PRIOR
TO GROUTING 18" CASING
IN PLACE. BAIL GRAVEL
FROM HOLE WHEN GROU"
HAS SET.
OT506
EXHIBIT
ans
H ers.
—"An ers�
Assoc.,
cD
j >
W Q
0
GRAVEL (SHOWN)
TO BE REMOVED
AS STATED BELOW.
23" DIA OPEN HOLE.
FILL WITH GRAVEL PRIOR
TO GROUTING 18" CASING
IN PLACE. BAIL GRAVEL
FROM HOLE WHEN GROU"
HAS SET.
OT506
EXHIBIT
ans
H ers.
—"An ers�
Assoc.,
APPENDIX
CITY OF OTSEGO
REQUEST rux CUUINUILL AC LIUA
AGENDA SECTION: DEPARTMENT: MEETING DATE
9. Council Items: Elaine Beatty August 24, 1998 -
6:30PM
ITEM NZJMBER: ITEM DESCRIPTION: PREPARED BY: EB, CC
9.1. A. Discussion of Salaries of Mayor and Council Members
B. Any other Council Business
Attached is information on 9.1 A.
The Council. Salaries and payroll was brought up at the August 10,
1998 Council Meeting. The Staff was directed to get more information.
This information is for Council to consider and make any
decisions they feel is necessary.
RECO144ENDATION :
This is for Council information and any decisions.
Thanks
Elaine
Elected Officials, City Councils, and Advisory Bodies 1991 Supplement
nel committee, budget committee, public reporting
committee, purchasing committee, licensing com-
mittee, and others.
Because the statutes do not set up these commit-
tees, council action is necessary to establish them
in the bylaws, by special resolution, or through mo-
tion.
Committees may exercise all duties which the
council has legally assigned to them They can have
authority to conduct investigations and to make
recommendations. Committees may not make de-
cisions on behalf of the council . Committees are
subject to the same rules as the full council under
the open meeting law.
In many cities, it is routine for the council to au-
tomatically approve a committee's recommenda-
tions if the committee has done a thorough and
competent job. But, the council's final decision, not
the committee's recommendation, binds the city.
To illustrate, committees may not enter into a con-
tract or employ workers even if a specific motion
of the council delegates such power to them
Salaries of Mayor and Council Members
Except in first class cities, the council, by or-
dinance, fixes the salaries of the mayor and council
members. The ordinance takes effect on the date
set in the ordinance but not until after the next suc-
ceeding regular city election. There is no referen-
dum on the ordinance, by petition or otherwise. 66
Until the council adopts an ordinance fixing
salaries, previous salaries remain in effect.
Salaries may be on an annual or monthly lump
sum or a per diem basis. The per diem may be
payable for each regular meeting, for each regular
and special meeting, or for each day's service. Un-
less the ordinance provides otherwise, a lump sum
salary covers special meetings. 67
An employer must allow a city council member
to take time off from his/her regular employment
to attend council meetings. 67a When the council
member takes time off without pay, the employer
must make an effort to allow the employee to make
up the time with other hours when the employee is
available.
Iron Range cities have the authority to make per
diem payments to council members of $25 per day,
not to exceed $250 per year, for absences from the
city while on official business. 68
D. Citizen Involvement
Public respect for government has been declin-
ing. One way to diminish the negative feelings
people have toward government is to increase cit-
izen involvement .
Citywide or neighborhood committees, special
project review committees, and even block organi-
zations are some of the committees cropping up in
many cities. In many cases, the council has formed
or encouraged these citizen committees. They have
saved time for public officials and have made con-
tributions which could only occur through citizen
participation.
Council members have found that ignoring citi-
zen concerns can result in their removal from office
at the next election or in the defeat of a program
or activity through citizen opposition.
Although city officials cannot, in most cases, del-
egate decision-making authority to citizen groups,
they can use citizens in advisory roles. This tech-
nique works, however, only if the council listens to
the advice. If the council doesn't follow the advice
of the committee, it should give understandable
reasons for taking other action.
When a council forms a citizens' advisory body,
it should lay out the ground rules for its activity
and point out that in the absence of clear statutory
authority to delegate responsibility, the council
must, by law, make the final decisions.
State law allows, and in some cases requires, city
councils to delegate decision-making power to cer-
tain independent boards and commissions.
Independent Citizen Boards
and Commissions
Independent citizen boards and commissions can
help alleviate the council's workload.
The amount of discretionary power the council
can give to such bodies varies. In some instances,
such as a utilities commission, the statutes give the
commission all discretionary authority necessary to
operate the utilities. In other instances, such as the
airport board, the council may determine the
board's discretionary authority in the enabling or-
dinance or resolution.
Page 94 Handbook for Minnesota Cities
CITY OF OTSEGO
COUNTY OF WRIGHT
STATE OF MINNESOTA
ORDINANCE NO. 91-04
AN ORDINANCE ESTABLISHING SALARIES FOR THE MAYOR AND CITY COUNCIL
The City Council of Otsego ordains the following:
Section 1. Compensation.
The salary of the Mayor shall be $4,200.00 per year ($350.00
per month) and the salary of each Council Member shall be
$3,600.00 per year ($300.00 per month). The Mayor and Council
Members shall be compensated in the amount of $25.00 for each
Special Council Meeting attended, each meeting of any established
committee or commission which the Mayor or any Council Member is
an ex—officio member, and each meeting which the Council has
directed or authorized the Mayor or any Council Member to attend.
The Mayor and Council Members shall also receive reimbursement
for expenses related to attendance at said additional meetings as
well as any other functions which they are authorized to attend
on behalf of the City, including mileage costs at the then
applicable IRS rate. The Mayor or Council Members shall submit
written claims to the City Clerk for compensation and for
reimbursement expenses.
Section 2. Additional Compensation.
In addition to that compensation listed above, the Mayor and
Council Members shall receive as compensation for attendance at
workshops, seminars or conventions $150.00 for each day of
attendance plus reimbursement for expenses related to attendance
including mileage costs at the then applicable IRS rate. Written
claims for all additional compensation and related expenses shall
be submitted to the City Clerk.
Section 3. Effective Date.
This ordinance shall be in force and effect ten (10) days
after its publication in the official newspaper pursuant to Minn.
Stat. 412.021, Subd. 5 subject to the further limitations
contained in said Minn. Stat. 412.021, Subd. 5.
,Adopted by the City Council of Otsego this �— day of
► 1991
a 011��Od4
Mayor of the City of Otsego
AT ST:
.n �L 4
Cl k
UTY" OF OTSEGO
REVULN r kUH c.UU1M_tL Al. I IUiN
AGENDA SECTION: DEPARTMENT: MEETING DATE
9. Council Items: Elaine Beatty August 24,1998 -
6:30PM
ITEM NUMBER: ITEM DESCRIPTION: PREPAREv 13Y: EBXC
9.2 Mike Robertson, City Administrator- Update:
A. Discussion and consideration of Comp. Plan Agriculture
Area Budget.
B. Any Other Administrator Business
BACKGROUND:
9 2 A.
Mike Robertson, City Administrator will update the Council on this
iter.:. (See attached _nformation,
5. 2.E.
This is for any other Administrator Business that should arise.
RECOMMENDATION:
This is a Council information from Mike Robertson, City Administrator
and any decision.
Thanks
Elaine
MEMORANDUM
TO:
FROM:
DATE:
RE:
FILE NO.:
5T =:7 ='D �JSULTAN7S
3 N`•� `T R =5 = A R y
Mike Robertson
Daniel Licht
6 August 1998
Otsego - Comprehensive Plan: Agriculture area budget
176.08
The intent of this memorandum is to provide a framework for completing the
Comprehensive Plan in consideration of the additional work created by issues specific to
the agriculture area. The table below outlines the our office's efforts to date regarding the
Comprehensive Plan specific to the agriculture area. The information includes hours for
the week of August 3 - August 7 in advance of the workshop meeting on August 5th.
However, costs of materials used this period is not been figured in at this point.
5775 WAYZATA BOULEVARD.
David
Licht
Alan
Brixius
Daniel
Licht
Cynthia
Putz-Yan
Charge Rate (city)
$78.85/hr.
$70.25/hr.
$40.50/hr.
$32.00/hr.
Hours
May
0
0
1.1
0
June
.3
0
0
0
July
1.7
1.3
14.1
8.2
August
0
0
8.0
8.8
Total
2.0
1.3
23.2
16.4
Labor Cost
$157.70
$91.33
$939.60
$524.80
$1,713.43
Expenses
Repro
Miles
$12.55
$34.30
TOTAL (as of 8/6)
$1,760.28
5775 WAYZATA BOULEVARD.
SUITE 555
ST,
LOUIS PARK. MINNESOTA 554 1 6
PHONE 6 1 2 595-9636 FAX
612-595-9837
E-MAIL NAC WINTERNET COM
When work on the Comprehensive Plan was re-initiated, our office provided a
memorandum date 21 October 1997, at the Mayor's request, that outlined work to that
point and the tasks yet to be completed. The memorandum notes a concern that issues
related to the western portion of the community may create additional work beyond the
scope and budget of the original project. At the time, the matter of "extra" work was left
until such time as it was an issue.
The Comprehensive Plan for the balance of the community, with exception to the
agriculture area is nearly complete. However, the efforts outlined above related
specifically to the agricultural area have nearly exhausted the remaining budget. It is our
office's suggestion that the work specifically related to the agriculture area be considered
outside the scope of the project. Compensation for these services could be addressed on
a time and materials basis per the established technical assistance contract, separate from
the Comprehensive Plan budget.
The issue of an interim document representing the Comprehensive Plan for the east area
of the City may also be an issue if the agriculture area is not determined within one to two
weeks. The current contract for the Comprehensive Plan calls for our office to provide 25
copies of the final document. In that the copies of the Tactics and Inventory reports have
already been provided, it may be advisable to provide a temporary plan if the City moves
forward with adopting a plan for only a portion of the community. The cost for the interim
document would be provided on a time and materials basis. At such time as the
agriculture area is resolved and the Comprehensive Plan completed entirely, we would
provide the 25 copies of the final report.
Finally, our office would suggest that any meetings specifically related to the agriculture
area be handled similar to that of other Comprehensive Plan meetings or meetings in
general. That is, a flat fee of $150 for support staff (Daniel Licht) or $200 for senior staff
(David Licht), which is charged as a separate fee from the project. This meeting fee
structure was established due to the unpredictability of the number of meetings to
complete a project such as a comprehensive plan.
It is our estimation that there is little remaining work to be done for the Comprehensive
Plan related specifically to the agriculture area, other than revising the text as appropriate
to meet the direction of City Officals. The Planning Commission and City Council appear
close to a resolution that will allow the entire Comprehensive Plan to move forward to
completion. Therefore, the costs above what is identified herein would not be anticipated
to be significant.
TO: Mayor and City Council
From: Judy Hudson, Deputy Clerk/Treasurer
Date: August 20, 1998
Re: Claims List
Attached is a Claims List for your consideration at the August 24, 1998 City Council
Meeting.
I apologize for the lateness and the format. The user (me) had a problem with this batch.
All has been corrected, and the accounting learning process continues!!!!
Tl.(r9 .'_ : 0'! PM
•
'
Number Date
Vendor
Amount
TOOU43 ___.. ...._...
-00117.
NORT11WEST ASSOC CONSUL. fAN r,:
4 .84x; . 7r,
A
T00001
L
00207
ACC MAINTr:NANCL vvmr-1j(.r'.•
nn i ?n
r L-.F.1NANC1AL--GROU12___. --
r>R rUC-A
.._._. =yr, .: s
- --1'00004
00009
AUDIO COMMUNICAT CON".
I :1
-'r
r
T0000r;p
00212
B & D PLUMBING X HB:ATING INCnow
-
roo o i0
001383
004 r S
nr T Woi)f?i-twI_ ' •;>m 1 1 n I' L or, r!
f0000il
0001a
(to C,7.1 CA:>i:nr?r;
~
OU<12fi75� ONSUL.T.AN f."J LTD .. _
:,GZ .-'G
T000.10
00184
BRAD RAGAN TIRE. INC,
3'�� 04
I
i.ITY OF nl.r'I:•:TVT1I.I
I"'�
70001./.• 00037 CROW RIVER FARM EouE.pmuvf
-1 •`'`'
1..,
700017
00213
r
CUB FOODS � ELK h'IJr�:
1. 03: ' •.
TUC)O1':!
00047
DON'S
ToO0 0
00214
DUANE'S REPAIR
50.00
n
T0002"'
00049
EARL F ANDERSON INC
::1.71.Sri
1000113
00051
EAST SIDE LEASING CO
%= 3,17.
I"
T00026
00063
FYLE'S EXCAVATING & HONEY WAG
240.00
T00029
00064
G Y. 1-EXTILE 1_f�r?SING SY; TEM
3.33.1.0
,r
�.__
- QAD 70-1.1_.V WESE[L-QIL COMPANY
301 .L3<
�} ,�•r [• T(•A1 6L rrr'r-dL All .;•'r
-
'
I rot. 4—
---
......_ ..__...... _
._. �,
_-
7000 _36
00218
MASTER CRAFT LANDSCAPING
6.71x3:713
,,,
•
_ r ,. .. „ .01.E
` ' •.`'
�
roao,s•:y 001.79 MorrrlcELLo ANIMAf_ Car1T1:o1_
..
•
"'1
TOOU43 ___.. ...._...
-00117.
NORT11WEST ASSOC CONSUL. fAN r,:
4 .84x; . 7r,
�. ��
—LO.Ot)AL._
nn i ?n
r L-.F.1NANC1AL--GROU12___. --
r>R rUC-A
.._._. =yr, .: s
.••<`I
nn1 7n
QhAll'1V •G r'AAIT CAT T(1AI
-'r
1i�.��a
�
-
roo o i0
001383
OFTRONTC'=•
I ` �' '; •(;
•t,"�-_T.U.OS
2__ 1
OU<12fi75� ONSUL.T.AN f."J LTD .. _
:,GZ .-'G
T00054; 00152
SUPERIOsR' YL- CRVIC.Ef;
.:r.r.ue..Value
4(.0.00
E
6j ,
0' Auc.1 1998 Unpaid !�.umm try Check R"inter
r1.14 *.:,:02 PM f r TY OF OTSE-60
Plumber Dake Vendor
-•-- --- -- _ -_ Amount, --- - ...-----
"I
14S1s1: L OO:'1: V I`, i ]J.11.�i.__... - - ..._� l tt ,��(•
f000'G1 .._.001/ LIEGLCR-INC ''
ije
'
Amount
00036
CORROW T ING
1 360 00
�
--
-'----
H---- -
~~�^~
000SO
~^--'''H
ECM PUBLISHERS INC
00200
[VERGRE-EN LAND SERVICES C0
'60
ICMA.RETIREMENT TRUSf
691.62
---'-
00220
JEANEEM KOLLE6
1 629O'
00114
NORTHERLI ---
243'0(}
'--00 �-
|U3-|C-AUNDERVILLE EMPLOYEES RETIREMENT FD
64.0-�8
'' 00168
WRI5HT COUNTY AUDITOR -TREASURE
grAgdl--_-------
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