ITEM 3.12 Change Order East WWFTTY
OtSeoF o
MINNESOTA V
DEPARTMENT INFORMATION
Request for
City Council Action
ORIGINATING DEPARTMENT
REQUESTOR:
MEETING DATE:
Public Utilities
Utility Manager Neidermeier
June 22, 2020
PRESENTER(s)
REVIEWED BY:
ITEM #:
Consent
City Administrator/Finance Director Flaherty
AE2S Engineer Schaefer
3.12
STRATEGIC VISION
MEETS:
THE CITY OF OTSEGO:
Is a strong organization that is committed to leading the community through innovative
communication.
X
Has proactively expanded infrastructure to responsibly provide core services.
Is committed to delivery of quality emergency service responsive to community needs and
expectations in a cost-effective manner.
Is a social community with diverse housing, service options, and employment opportunities.
Is a distinctive, connected community known for its beauty and natural surroundings.
AGENDA ITEM DETAILS
RECOMMENDATION:
City Staff is recommending approval of change order proposals for the East WWTF Biosolids Project.
ARE YOU SEEKING APPROVAL OF A CONTRACT?
IS A PUBLIC HEARING REQUIRED?
No
No
BACKGROUND/JUSTIFICATION:
A pair of force mains were missed on the initial survey and utility locates for the design phase but were
located during the construction staking. The force mains are adjacent (about 8' at the closest) to the
building corner near the slab -on -grade garage and frost footing. A pipe failure (unlikely, but possible) could
undermine the foundation. Several risk mitigation options were considered, and these change orders
represent the overall best value to the City.
• CPR02 will deepen the foundation adjacent to the force mains to avoid potential for undermining.
• CPR03 will include additional excavation and installation of pipeline joint restraints to further
reduce the risk potential of pipeline failure.
These Change Orders are related and must be approved together for these price estimates, but were
separated as CPR02 is better quantified and lump sum and CPR03 is more variable and proposed as a time
and materials not -to -exceed to provide a better cost to the City. The total of the two change orders
amounts to $60,861.00.
Funding will be from the contingency already included in the SRF loan. The change orders would be
reflected on future pay applications. Note that CPR01 will not be used.
SUPPORTING DOCUMENTS ATTACHED:
• Change Order Proposal #2
• Change Order Proposal #3
POSSIBLE MOTION
PLEASE WORD MOTION AS YOU WOULD LIKE ITTO APPEAR IN THE MINUTES:
Motion to approve Change Order Proposals #2 and #3 for the East WWTF Biosolids Project.
BUDGET INFORMATION
FUNDING: BUDGETED:
Fund 602 — Sanitary Sewer Utility Yes
4CE
"
RICi LAKE
CONSTRUCTION GROUP
June 9, 2020
AE2S
6901 East Fish Lake Rd.
Suite 184
Maple Grove, MN 55369-5457
ATTN: Scott Schaefer, PE
RE: Otsego East WWTF Biosolids Building
RLCG Project No. 2009
CPR02 — Deepening NW Building Foundation
Scott,
The total cost of the additional concrete work required to deepen the foundation
as shown on the attached PDF is $15,496.00. Please note that no excavation
costs are included in this proposal. All excavation work will be completed on a
not to exceed, time and material basis as outlined in CPR03. Approval of CPR02
also requires the approval of CPR03. Please see attached for a breakout of the
costs.
At this time, it does not appear that a contract extension would be required.
However, depending on when approval is received and when the work is able to
be performed, a contract extension may be required and will be determined at a
later date.
Please let me know if you have any questions.
Sincerely,
Rice Lake Construction Group
Matt Perpich
22360 county Road 12 Project Manager
PO Box 517
Deerwood, MN 56444
PH 218-546-5519
FX 218-546-7016
RICE L4ftAC- E
CONSTRUCTION GROUP
22360 County Road 12, PO Box 517
Deerwood, MN 56444
PROJECT NAME
RLCG PROJECT NO.
Change Order Proposal 2
Date: 6/9/2020
Reference:
Deepening NW Foundation
CONSTRUCTION ESTIMATE
LABOR
MATERIAL
SUB
EQUIP.
LINE
DESCRIPTION
QTY
UNIT
RATE HOURS $ RATE TOTAL
RATE TOTAL
TOTAL
TOTAL
TOTAL
Concrete Labor
102.0
HR
1.000 102.00 $92.00 $9,384.00
$0.00
$0.00
$0.00
$9,384.00
Concrete Material
18.0
YD
0.00 $0.00 $0.00
$125.00 $2,250.00
$0.00
$0.00
$2,250.00
0.00 $0.00 $0.00
$0.00
$0.00
$0.00
$0.00
Rebar
1.0
LS
0.00 $0.00 $0.00
$982.80 $982.80
$0.00
$0.00
$982.80
0.00 $0.00 $0.00
$0.00
$0.00
$0.00
$0.00
0.00 $0.00 $0.00
$0.00
$0.00
$0.00
$0.00
0.00 $0.00 $0.00
$0.00
$0.00
$0.00
$0.00
0.00 $0.00 $0.00
$0.00
$0.00
$0.00
$0.00
0.00 $0.00 $0.00
$0.00
$0.00
$0.00
$0.00
0.00 $0.00 $0.00
$0.00
$0.00
$0.00
$0.00
0.00 $0.00 $0.00
$0.00
$0.00
$0.00
$0.00
Misc Small Tools and Materials
1.0
LS
0.00 $0.00 $0.00
$469.20 $469.20
$0.00
$0.00
$469.20
5% of labor
0.00 $0.00 $0.00
$0.00
$0.00
$0.00
$0.00
$0.00 $0.00
$0.00
$0.00
$0.00
$0.00
Sales Tax
1.0
LS
7.3750% 0.07 $0.00 $0.00
$273.02 $273.02
$0.00
$0.00
$273.02
0.00 $0.00 $0.00
$0.00
$0.00
$0.00
$0.00
102.00 $9,384.00 $3,975.02 $0.00 $0.00 $13,359
Rice Lake Mark-up on Subs-5% $0.00 $0.00
Rice Lake Mark-up @ 15% $2,003.85
Bond Cost @ 1% $133.59
Total Change Order Request $15,496
9901 73rd Street NE
Otsego, MN 55362-1009
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CHANGE ORDER FORM
PHONE 763 428 4540 EXT 9
F Ax 763 428 4518
6044 r ,.T 3
THIS (11:0;(;F ORDER NIUST RE SI(;NEI). DATED ;1ND 1-.%XF:D B.WK REFORE NVE. NVILI. BEGIN' FABRIC Y1 1ON.
u.,, 6.9.2020 JUR NAME Otsego East WWfF
AIr041UIN Matt .IDRADDRE:,� Otsego, MN
:U'�Fhnaly NAWt Rice Lake J0f3 NUM51 H 2O0172
oft�;f+n n �ivji, Added rebar per stepped foundation plan
+1926 Ibs rebar 832.80
DI I Iv; RY 150.00
TN( 0.07375 72.48
1,055.28
ARIGINAI CONTRACT AMOUNT 86,345.08
CHAN"If UHul li 0
1,215.57
CHANGE LIH01 H *2
214.75
CI IANGI DRUP,�3
1,055.28
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C�iANGI- ACC.f P I f D RY
Bury Companies, Inc
COMPAI.IY NAME /I
SIGNED 0
06/09/2020
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PLAN NOTES
CONSTRUCTION NOTES
CONSTRUCTION NOTES
1. TOP OF FOUNDATION ELEVATION=96'-O" UNO
O18"
CONCRETE MAT SLAB REINFORCED W/ #6 Q 12" o/c EACH
O
PLUMBING SUMP SEE PLUMBING SEE STANDARD DETAIL FOR
WAY TOP AND BOTTOM -INSTALL EAST -WEST REINFORCING
W/ 3" CLR TOP AND BOTTOM -FFE 85.00'
FLOOR OPENING DETAIL & DETAIL 7/S5D2
N
FOUNDATION / LOWER LEVEL PLAN
2. TYPICAL WALL FOOTINGS EXTEND 12" PAST WALL FACE AND
12" THICK WITH (3) #5 LONG AND #5 Q 18" o/c TRANS
O16"
SQUARE CONCRETE COLUMN REINFORCED W/(4)#6 VERT
OB
5-112"WIDE x 1-112"DEEP TRENCH WALL FACE
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3. CONTRACTION I CONSTRUCTION JOINT LAYOUT BY GC SEE
AND #4 TIES Q 12" o/c
O9
18" DIA DRILLED CONCRETE PIER. REINFORCED WITH (6)
vA
0 ^ 4' ^ 8' 12' 16' 20'
T
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&ARCH FOR GUIDELINES. SUBMIT JOINTING LAYOUT FOR
APPROVAL
O
4'-0" SO x 1'-O" PAD FOOTING W/ (4) #5 EACH WAY BOTTOM
VERTS AND #3 TIES Q 10" o/c-5'-0" MIN EMBED -VERIFY WITH
STAIR SUBMITTAL FOR LOCATION
4. PROVIDE CONTRACTION OR CONSTRUCTION JOINT IN
SO x 1'.0" PAD FOOTING W/ (6) #5 EACH WAY BOTTOM
FLOOR SLAB AT EACH FACE OF WALL -TYP AT ALL DOORS Q
OS
4'-0" WIDE CONTINUOUS WALL FOOTING x 12" THICK
10
SEE 3/S401 FOR ODOR CONTROL FOUNDATION -SEE
PROCESS FOR LOCATION
INTERIOR BEARING WALLS
REINFORCED W/ (4) #5 LONG AND #5 Q 18" TRANS
11
LEAN CONCRETE FILL OVER MAT SLAB -VERIFY W/ PROCESS
5. TOP OF FOUNDATION WALL Q PRECAST WALL = 99'-0" UNO
O
WALL PIPE PENETRATION -SEE PROCESS DRAWINGS -SEE
6. TOP OF FOUNDATION WALL Q MASONRY WALL=100'-0" LINO
STANDARD DETAIL FOR WALL OPENING REINFORCING
Advanced Engineering
and
Environmental Services, Inc. 9 Water Tower PI
Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 9
(t) 763-463-5036 (f) 763-463-5037
9 www.ae2s.com
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PREPARED BY
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CHECKED/APPROVED
KDE / JMG
DATE
JAN 2020
PROJECT NUMBER
05409-2017-003
FACILDY
SB
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RICi LAKE,
CONSTRUCTION GROUP
June 9, 2020
AE2S
6901 East Fish Lake Rd.
Suite 184
Maple Grove, MN 55369-5457
ATTN: Scott Schaefer, PE
RE: Otsego East WWTF Biosolids Building
RLCG Project No. 2009
CPR03 — Earthwork for Forcemain/Foundation Scope
Scott,
As requested, Rice Lake has put together a proposal to expose the pipe joints on
approximately 35LF of the 12" and 16" forcemains near the NW corner of the
Biosolids Building and install up to (6) total bell joint restraints. Also included in
this proposal is the excavation work needed to deepen the foundation as shown
on the attached plan sheet.
Due to the unknowns related to this scope of work, Rice Lake proposes to
perform this work on a not to exceed, time and material basis at the rates shown
on the attached breakout sheet. The not to exceed price of this CPR is
$45,365.00. After the pipe and foundation wall have been backfilled, 10 hours of
labor and equipment will be deducted to account for what was included in the
original bid for the foundation excavation/backfill work. Approval of this CPR also
requires the approval of CPR02.
At this time, it does not appear that a contract extension would be required.
However, depending on when approval is received and when the work is able to
be performed, a contract extension may be required and will be determined at a
later date.
Please let me know if you have any questions.
Sincerely,
Rice Lake Construction Group
22360 County Road 1
PO Box 51.
Deerwood, MN 56444 Matt Per ich
PH 218-546-5519 p
FX 218-546-7016 Project Manager
CONSTRUCTION GROUP
22360 County Road 12, PO Box 517
Deerwood, MN 56444
PROJECT NAME
RLCG PROJECT NO.
Change Order Proposal
Date:
Reference:
6/9/2020
Earthwork for Forcemain/Foundation Scope
CONSTRUCTION ESTIMATE
LABOR
MATERIAL
SUB
EQUIP.
LINE
DESCRIPTION
QTY
UNIT
RATE HOURS $ RATE TOTAL
RATE TOTAL
TOTAL
TOTAL
TOTAL
Earthwork Labor ($92/HR)
232.0
HR
1.000 232.00 $92.00 $21,344.00
$0.00
$0.00
$0.00
$21,344.00
Earthwork Equipment ($1354M)
100.0
HR
0.00 $0.00 $0.00
$0.00
$0.00
$13,500.00
$13,500.00
0.00 $0.00 $0.00
$0.00
$0.00
$0.00
$0.00
AIS Bell Joint Restraints
1.0
LS
0.00 $0.00 $0.00
$2,904.00 $2,904.00
$0.00
$0.00
$2,904.00
0.00 $0.00 $0.00
$0.00
$0.00
$0.00
$0.00
0.00 $0.00 $0.00
$0.00
$0.00
$0.00
$0.00
0.00 $0.00 $0.00
$0.00
$0.00
$0.00
$0.00
0.00 $0.00 $0.00
$0.00
$0.00
$0.00
$0.00
0.00 $0.00 $0.00
$0.00
$0.00
$0.00
$0.00
Misc Small Tools and Materials
1.0
LS
0.00 $0.00 $0.00
$1,067.20 $1,067.20
$0.00
$0.00
$1,067.20
5% of labor
0.00 $0.00 $0.00
$0.00
$0.00
$0.00
$0.00
$0.00 $0.00
$0.00
$0.00
$0.00
$0.00
Sales Tax
1.0
LS
7.3750% 0.07 $0.00 $0.00
$292.88 $292.88
$0.00
$0.00
$292.88
0.00 $0.00 $0.00
$0.001
$0.00
$0.00
$0.00
232.00 $21,344.00 $4,264.08 $0.00 $13,500.00 $39,108
Rice Lake Mark-up on Subs-5% $0.00 $0.00
Rice Lake Mark-up @ 15% $5,866.21
Bond Cost @ 1% $391.08
Total Change Order Request $45,365
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16
PLAN NOTES
CONSTRUCTION NOTES
CONSTRUCTION NOTES
1. TOP OF FOUNDATION ELEVATION =96'-0"UNO
O
1WCONCRETE MAT SLAB REINFORCED W/ #6 @ 12" o/c EACH
18" CONCRETE
WAY TOP AND BOTTOM -INSTALL EAST -WEST REINFORCING
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W/ 3" CUR TOP AND BOTTOM -FFE 85.00'
FLOOR OPENING DETAIL & DETAIL 7/S502
�\ N
1 FOUNDATION / LOWER LEVEL PLAN
2. TYPICAL WALL FOOTINGS EXTEND 12" PAST WALL FACE AND
12" THICK WITH (3) #6 LONG AND #5 @ 18" o/c TRANS
O16"SQUARE
CONCRETE COLUMN REINFORCED W/(4)#6 VERT
O
5-112"WIDE x 1-112" DEEP TRENCH WALL FACE/
1 O p
S 101=i='�J 8
3. CONTRACTION I CONSTRUCTION JOINT LAYOUT BY GC SEE
AND #4 TIES @ 12" o/c
O9
18" DIA DRILLED CONCRETE PIER. REINFORCED WITH 6 #5
v T
0 4 ' 8' 12' 16' 20' H
&ARCH FOR GUIDELINES. SUBMIT JOINTING LAYOUT FOR
APPROVAL
O
4'-0" SO x 1'-0" PAD FOOTING W/ (4) A5 EACH WAY BOTTOM
VERTS AND #3 TIES @ 10" o/c-5'-0" MIN EMBED -VERIFY WITH
STAIR SUBMITTAL FOR LOCATION
4FLOOR . PROVIDE CONTRACTION OR CONSTRUCTION JOINT IN
Oq
5'-6" SO x 1'-0- PAD FOOTING W/ (6) #5 EACH WAY BOTTOM
10
SEE 3/S401 FOR ODOR CONTROL FOUNDATION -SEE
SLAB AT EACH FACE OF WALL -TYP AT ALL DOORS Q
O5
4'-0" WIDE CONTINUOUS WALL FOOTING x 12" THICK
PROCESS FOR LOCATION
INTERIOR BEARING WALLS
REINFORCED W/ (4) #5 LONG AND #5 Q 1 B" TRANS
11
LEAN CONCRETE FILL OVER MAT SLAB -VERIFY W/ PROCESS
5. TOP OF FOUNDATION WALL @ PRECAST WALL = 99'-0" UNO
O
WALL PIPE PENETRATION SEE PROCESS DRAWINGS SEE
6. TOP OF FOUNDATION WALL Q MASONRY WALL=1DO'-0" UNO
STANDARD DETAIL FOR WALL OPENING REINFORCING
Advanced Engineering
and Environmental Services, Inc. 0 Water Tower PI
Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 9 (t) 763-463-5036 (f) 763-463-5037
9 www.ae2s.com
IF DRAWING TYPE
CONSTR
PREPARED BY
KDE
CHECKED/APPROVED
KDE/JMG
DATE
JAN 2020
PROJECT NUMBER
05409-2017-003
FACILOY
SB
DRAWING
S101