D00704•
_ - City Clerk
_ - Finance Dept.
_ - Dep[. Accounti¢g (Civic Centet)
_ - Engineer (HGA)
_ - ConRacior
_ - Projecx Ivfanager (CPMn
and which amount is to be fmanced from:
CITY OF SAINT PAUL - OFFICE OF THE MAYOR
ADMINTSTRAT`IVE ORDER
for
CONTRACT CHANGE AGREEMENT NO. CP1.6
r1
U
ADMINIS"CRATIVE ORDER, Whereas, addifions wluch pzoved to be necessary to the Improvement described
.s � ,,_� .� � n. . �� ; �• � e.
known as Contract L- City Project No.014446 Edward Kraemer & Sons, is composed of the following:
1. Final unit cost adjustment for rock/sandstone excavation. Request for additional time $96,2b0.00
concurrent with Phase I NSP ductbank delay.
Reason: Field Condi[ion.
ORDERED, That the Ciry of Saint Paul, tbrough its Mayor, approves the foregoing additions made in accordance with the
specifications in the sum of $ 96.260.00 . said amount to be added to the lump sum consideration named in the
contract, known as conuact
930-90300-0898-00000 Civic Center Expansion Fund.
APP AS T F
c
Assistant City Aaomey
fixpansio •dinating Committee
Exp o r g ommittee
Director of Civic / C � enter
/�%����L•�
���t�t
�Q /� 19 5,�� Edward Kraemer & Sons
Contracwr
19_ By
�l �
� 1 �99�
No.
i �
Date -
Head
of
Assistant to the Mayor
4� �9�
/
Center ��3
16 Pl10NE �
Sones 298-5409
FOfl
TOTAL # OF SIGNATURE PAGES
(CLIP ALL
����
5 GREEN SHEET N° 3ti344
INRI A INfTIAUDATE
� DEPARTMENT DIRECTOR (�� O CfSY COUNCIL
�cmarroar+er � cmc�aK
� UQGET ��RECTOR � FIN, & MGT. SERVICES DIR.
MAYOR(ORASSISTANT) � tqn5�r✓G�iD1�
rVi.'�eG�
lTIONSFORSICaNATURE) 3 4Xyz+�sYar� �ov...m:
Change Order 4F6 to contract between Edward Rraemer and Civic Center for excavation at
the Civic center for expansion
_ PLA,NNING CqMMISSiIXJ _ GYII SERVIGE
_CIBCAMMITfEE .�. �K�
_ STi1FF _
_ DISTRICTCAURT __
SUPP�RTS WH1CM COUNqI O&IECTIYEP
PERSONAL SEHVICE CONTHACTS MUST ANSWER THE FOLLOWING QUESTIONS:
t Has this perso�rm ever worlced untler a contract for this departmeM?
YES NO
2. Has Mis persoNfirm ever been a city emplqee?
YES NO
3. Does Mis persoMirm possess a skill not normally possessed by any current ciry employee?
YES NO
Explefn all yes enswen on seperate sheet entl attneh to green sheet
�
INffIATING PROBLEM, ISSUE, OPPoNNNITY (Who, What. When. Whare. Why):
ati�.4s�1����
Reconciliation of Rock excavation quantities
�ct� zQ ���
�q,��rWe�.�� r��:s�!:Gfr
will be within budget
none
RECEIVE�
OCT 2 71995
CITY CLERK
will be over budget
AMOUN70FTRANSACTION $ 96 �26�.��
COST/REVENUE BUDGE7ED (CIRCLE ONE) YES NO
�
FUNDINGSOUHCE Clty SaleS taX Cdpltal plOjeCCS fllI P7-930-90300-0898-00000
FINANCIAL INFORMATION: (EXPLAIN) � 0 / I
Uv
•
•
PROdECT: Saint Pau1 Civic Center
Expansion Project
Saint Paul, Minnesota
CONTRACTOR Edward Kraemer & Sons
1 D20 West Giiff Road
Bumsville, MN 55337
Originaf Contract Amount: $5,317,785.70
O No. Deduct
C1.1
C1.2
C1.3
C1.4
C1.5
C1.6
Subtotal
�..
14,844.3Q
7,104.85
28,810.80
9,928.70
24,241.68
96,260.00
�181.190.33
DATE ISSUED:
CONTRACT NO.:
CONTRACT TITLE:
CONTRACT DATE:
15 August 1995
CP-1
Demolition, Excavation &
Bridge Construction
29 March 1995
Net Amount of Contract
inciuding this Change Order: $5,498,976.03
/
' . �.c.� lt`�-{
OCT 12'95 H7:09 FR RMES BURNSUIL�E 612 435 7142 TO 2985417
�
�s coNS�xucTTarr, nvc.
1442U COLiNTY ROAD 5
BLIRNSVII.I.E, MII�TNTPSOTA 55306
(612) d�3-7105 • FAX 43$-71d2
October 11, 1935
Edward ICraemer & Sans, Tnc.
1020 West Cliff Raad
Burnsville, Minnesata 55337
ACtenxion: Jerry Volz, Regianal Manager
Snbj�t: Additional Rock Excavation
Saiut Paul Civic Center Expansion
CP-1 Deaw, Excavation & Bridge Construction
Dear Jerry:
P.01i01
,n,,
�
����,�
�-�
• As per our letter of Julq 17, 1945, we are recapping nur request for compensation for additional
rock exeavation. Bid dacuments indicated that we wero to include 28,�00 cubic yards of rock
excavation in our proposal. We have shocvn in our letter of 7/17195 that this valume was
exceeded and whera the speeifio area of discrepaney occurred. The suzvey by 7ohn W. Gorman,
Inc. and cross sectians of the area were alsa attached to our letter of 7/17/95.
Wc have requested payment based upon totsi rock excavation of 32,833 cnbic yards. The total
additional rac1� exaavated is 4,813 cnbic yards beyond that required in the documents. The
addirional cost for rock exeavation therefore as foliows.
Added Rock Excavation 4,813 C.Y. @ $20.Q0 =$96,2b0.a0
Tt is our request that a change order be issued for this amount. Should thera be any questions,
please giva me a cail.
Sincerely,
� """'C �
Michael Moeller
Project Manager.
�
cc: Susan Camgbell Jones - Cl'MI
" _"_'" .._�....._.......
Projecf:. 3aint PauJ Civic CentQr
A change in the scope of the work is reqaested as indicated below:
• l
2.
tt is requested the comp{etion date be (�!'extended, (} decreased, (} unchanged by _.
calendar days. Tfie adjusted completion date wiil be ±�_S?••�,s
Description of the change: (Refer to drawings, specifications, addenda, ifi appiicabte�.
(Reference RFP No.: � CCD No.: - FO No.: }
3. Basis ot payment: (Check one) ��
i l Firm price for performing this change +s ....................................$ ��a 2.1.0 �
Adequate supporting details and information Increase educt)
must be attached to ailow Owner to evaluate.
(}'fime and material per contract, but not to exceed $
( y Actuaf cost at completion of work $
Submitted by: ���.srtn V�stak..�.c.,.eYt, i Sw.:♦ Date: 7�Y> Zc
Contractor
Contractor
CPMI USE
Action Recommended: (Check one)
( y Change wifl not be made. Expiain:
CPMI Job No.: 3225
� Proceed on the fotlowing basis:
�b#'As indicated above, change and basis of payment is acceptable.
• r)'�hange is acceptable, basis of payment is not acceptable.
f} Basis of payment shafi be S
f) The fo114wing modification is recommended:
S! Change in completion date is accepted.
S) Change is acceptable with no change in price.
{! Change is accepiab4e with no change in completion date.
2. Reaso�for Change:
1! Design Ghange ( l Client Request {) Eield Condition
( 1 Suggested by Contract4r �Desig� Omission or Other (explain) �
Un� t- �ost R��%f���
3. Is this a part of the originaai contract scope? ES °FJ;,j�l0
4. Is Contractor's Estimate attached? ES ( 1 NO
5. AiE consulted. `�yES i 1 NO
Prepared
Approved
Approved
Appro by: "
cc: Chris Hansen
Eciks Ludins
,
�� ��
..aw._ ��.a,Ya
Contract No.:_c,4 1
:r)
Sake Baker Mike Pederson
3225- 3225- BL
SAINT PAUL C1ViC CENTER EXPANSION
Date: �- 29- gs
Date:
Date•
4 i
•
July 17, 1995
�
r
����
AMES CONSTRUCTION, INC.
1441A COUNTY ROAD 5
BURNSVII,LE, MII�NESOTA 55306
(612) 435-7106 • FAX 435-7142
Fdward Kraemer & Sons, Inc.
1020 West Cliff Road
Burnsville, Minnesota 55337
Attention:
Subject:
Deaz Jerry:
7erry Volz, Regional Manager
Additional Rock Excavation
Saint Paul Civic Center Expansion
CP-1 Demo, Excavation & Bridge Construcfion
4
"�..m�.
c°
As discussed, we are revising our letter of 6130/95 to reflect tt�e total change in rock excauation.
Our previous letter addressed only the adtliflonal rock exca�ated at that time. This letter
supersedes that letter of 6(30195.
We have encountered more rock than the borings indicated. Specifically, this occurred in the
west end of the proposed building addifion. This letter is our request for additional
compensation for this change of conditions as per Articie 4.3.b of the General Conditions.
The discrepancy in rock excavation quanfity resulted from a higher than expected top of rock
elevarion in the area of borings #1, and #6, as reported by Huntingdon Consulting Engineers.
These were part of the borings completed in January of 1994. Boring #1 reported a top of
limestone at 4.5' down from a surface elevation of 92.9 or elevation 83.4 for top of rock. Boring
#6 reported a top of limestone at 9.0' down from a surface elevation of 42.6 or elevation 83.6 for
top of rock. The actual top of mck encountered was approximately at elevation 90 and 89 at the
locarion of boring #1 and #6, cespectively. This resulted in about 5 to 7 feet of additional rock
excavation in that area.
M Fqua1 Oppar(uniry Employer
OFFICES IN: DENVER, COLORADO • PHOENIX, ARTZONA • SALT LAKE CTTY, UTAH
� . I'��
i
•
Page 2
July 17, 1945
Additional Rock Excavation
Please find attached a sketch prepazed by 7ohn W. Gorman, Inc. This sketch shows that top and
bottom of rock elevation as surveyed in conjunction with American Engineering. On this sketch,
we have plotted the borings with their associated top and bottom of rock elevations. Aiso
attached is a computer print out of the rock volume for the entire building footprint. Following
that aze the computer generated cross sections of the azea showing the actuai top and bottom of
rock as compared with that depicted by the borings.
As you can see, the totai additional rock excavated is 4,813 cubic yards beyond that depicted in
the borings. The additional cost for rock excavation is as follows.
Added Rock Excauafion 4,813 C.Y. @ $20.00 =$96,260.00
It is our request that a change order be issued for this amount. Should there be any questions,
please give me a call.
Sincerely,
Mi� ch e Moe�
Project Manager.
I�
PflOJECT : Cixic Center - St. Paul PAY6IRT SITE�6RK Engiish Units - ""���12:34 PM
IOCATION: � PRQ7ECT SUMlIARP REPORT 17 dUl 95
8L0 OATE: AMES CONSTRUCTION PA6E 1
• THICKNS CIRWNFERENCE APrEA VOLUME CUT FTLL
TV� Oft ELEY tfeet) (sa.ftJ lcu.rd_1 Ccu.vd.) (cu.sd.)
ORAWIHfi: Rock
SURFACE (Final): 80T1'Qfl aF ROCK-BORIN6S
SURFALE (Initial): Top of RoCk - 8arinqs
................" "....._..........................................................................................................
Rack SIIBTOTALS
Perimeter: Lfi32.70 1a3080.41
BOiT6ri OP ROCK-BORIN6S (Final) vs. Top oF Rack - Barings (Initial)
6rid cell size: 3.01 by 3.00
9 of 6rid Vatues; 84 rows by 194 catimms
Original drawing scale: 20.00 ft(in
35809.95 0.00
Fitl shrinkjswell percent: 0.00 �,00
Cut shrink/swell percent: 0.00 0.00
Orawing Voiwnes: 35Bd9.95 0.00
EXP�RT 35809.95
PROJECT TOTALS *#*
LAYER T�TALS �.�0 �.�0 0.00 O.dO O.dO
STRUCTURE TOTAtS �.tl0 0.00 O.QO 6.00
SLOPIN6 AREA 70TA15 0.06 0.00 0.00 0.00
PERIMETEft TOTALS 1632.7a 193080.41
�
PROJECT SUBTOTALS 35809.95 O.tlO
Average fi11 shrinkJswell percent: 6.60 0.00
Averaqe cut shri�kJsweil percent: 0.00 0.00
*** PRO�ECT T07ALS *** 35809_45 0.0f1
EXPORT 35809.95
,
_ ����}
PROJECT : ti,vic Center - St. Paul PAYDIRT SITEWOftK English Units 12:4� PM
L4CATIOH: � PR0.7ECT SUM4IARY REP�RT 17 �UL 85
8I0 OATE: ANES CONSTRUCTION PA6E i
• THICKNS CIRCUXFERENCE AREA VOLUME CUT FILL
� OR ELEV iFeeU fstl.ft.) fcu.vtl.J Ccu.vd.) (cu.vd.S
ORAMIN6: Rock
SUflFACE (Finat): Bottan of Rack - Actual
SURFACE (Initial): Top of Nack - Actua/
....................................................................................................................................
Rock SUBTOTp1S
Perimeter: 1632.)0 103490.41
Bottan o# Rock - Actual (finall �s. Tap af Rock - Acivai (Initiai)
6rid cell size: 3.Q1 6y 3.00
d o£ 6rid Yalues: B4 rows by 194 col�s
Original drawing scate: 20.OD fitlin
40622.91 0.00
Fill shrinkjsxe}� pErcent: 0.06 ��a�
Cut shrink/swell percent: 0.00 a.ao
OYawing Volwr�e5: d0622.91 0.06
EXPORT d0622.91
PROJECT TOTAlS '**
LAYER T6TALS �.�0 0.0� 0.04 �.UO 0.0a
SIRUCTURE TO7ALS 0,�0 �.QQ 0.00 0.00
SI,QPING AREA TOTALS 0.00 0.00 0.00 0.00
PERIMETER TOTAIS 1632.T0 103060.41
PR0IECT SUBT�TAIS
Average fiil shrink(swell percent: O.Oo
Average cut shrink/srell percent: O.Od
**� PROJECT 79TAL5 ***
46S2Z.91 0.0�
D.O�
0.00
40622.91 0.00
EXPORT 4D622.91
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Report: Plan Uiew Cross-sectiort Lacatiocs
Pra$ect: Civic Center - St. Paul
Drawin9: Rock
Su Tap o� Rxk - pctnal
Pre�pared Gy: Rp� C46SSRUCTI�i usins SSTE7�itC
Date: 87�19145 Time: I2:45:39
S[alet 88 ft�in
Vertical Snterva] _ �.�
:2e: 4B ftiin Vert. 5cale 4 ft�in
CiYit CenYer - St. Paul
Rock
Cf#�'iTi�CTIOH usirtg SISfl�OR�K
Time: 12:47:84
�'"l��f
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48.3
46.3
94.3
42.3
40.3
88.3
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8d.3
84.3
82.3
88.3
78.3
76.3
74.3
72.3
,79.3
68.3
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Yertical ttttentat =
Fbriz. sca2e: 48 ft�in Vert
'roiect: Civic Center - St.
1ra�i�: Rack
Da 8�7i17�
98.3
96.3
44.3
?2.3
46.3
88.3
•
8b.3
84.3
82.3
8@.3
78.3
75.3
74.3
72.3
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..............................."" "'-............................. . . . ...." "-._'-........-'-'-..................."-.........................
E................................................"""................."""...................................................................................t
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Vertical IMerval = 58.�
Horiz, scale: 90 ft�in Vert. scale: 4 ftiin
"ro3ect: Civic Centtr — St. Paul
lraui�: P.ock
f;OFiST[illCTI04t usicg SIT6dORK
Tims: 12:�:88
48.2
45.2
94.2
*i2.2
4@.2
SE.2
.
85.2
84.2
82.2
8@.2
78.2
76.2
74.2
Y2.2
, 79,2
b8.2
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Vef�tital Intervdl = 5B.i
Horiz. scale: 98 +t�in V ert. sc
�ro5ect: Civic Center - St. Paut
q-auin4: Rxk
4
WlSSRUCTION usi�
time: 13:81:34
48.2
9b.1
44.1
92.1
90.1
�. 2
•
8b.2
&4.t
82.2
80.1
78.1
76.1
74.f
72.I
�9.5
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..................................................... .. ..................
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F............................................................................................................................................................y
tleMicai tntervai = ae.i
Hariz scale: 4B ftiin Vert. sc�
�rn3ect: CiYiC Center - St. Paul
A^a�ins: Rock
��]�`C
•
PrePareG by' f�ES f�F15TRUCTION usirx3
Date: 87�Y7i95 Time: f3:@5:28
48.2
96.2
44.2
42.2
40.2
�, 2
•
ss.a
s�.z
a2.z
as.z
78.2
76.2
74.2
72.2
,78.2
bS.2
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4tertical Inter�ral =
le: 40 tt�in Vert. scaie: 4 tt�in
C�Y1C CBIlt2N - $t. PaLLS
Rxk
�o�o�
CONSTRUCFFOH uwing SITEtrIOPoC
Time: 13:84.@i
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sa.i
sa.i
92.1
40.1
88.1
�
SS.i
84.1
82.1
8@.!
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76.!
74.1
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'roJect: Ci�eic Center — St, Pa.ul
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Time: l3:16:2!
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