ITEM 3.7A Kadler Ave Watermain Ext- Project 17-06N
Ot�TY.F 0
MINNESOT g
DEPARTMENT INFORMATION
Request for
City Council Action
ORIGINATING DEPARTMENT
REQUESTOR:
MEETING DATE:
Public Works
City Engineer Wagner
December 11, 2017
PRESENTER(s)
REVIEWED BY:
ITEM #:
Consent Item
City Administrator/Finance Director
Flaherty
3.7A
AGENDA ITEM DETAILS
RECOMMENDATION:
Staff recommends approval of Pay Estimate #4 in the amount of $48,449.47 for the Kadler Avenue
Watermain Extension, City Project No. 17-06 to LaTour Construction, Inc.
ARE YOU SEEKING APPROVAL OF A CONTRACT?
ISA PUBLIC HEARING REQUIRED?
No
No
BACKG ROU N D/J USTI FICATI ON:
The work has been completed along Kadler Avenue with all of the directionally drilling complete and all of
the open cut pipe being installed by LaTour Construction and their subcontractors. All testing has been
completed and the line is in operation. A final acceptance walk-thru with City staff has been completed
and a few minor items remain to be cleaned up in the spring.
This payment includes Change Order #1 for $13,216.48. Change Order #1 is for additional work necessary
due to existing conditions being different than anticipated. Typically, this work was to adjust watermain
locations and hydrant elevations match existing ditches or work around existing utilities. Details of the
time and materials for each item in Change Order #1 were reviewed by the project engineer.
Pay Estimate #4 is for $48,449.47. The total work completed to date is $1,008,566.48. The total contract
amount of the project is $1,028,450.98 with Change Order #1.
In accordance with Minnesota Statute, the City is withholding a 1% retainage of work completed, which
accounts to $10,085.66 at this time. Upon establishment of vegetation and final completion of the few
remaining items in the spring of 2018, the retainage can be released.
SUPPORTING DOCUMENTS ATTACHED:
0 Pay Estimate No. 4
0 Change Order No. I
POSSIBLE MOTION
PLEASE WORD MOTION AS YOU WOULD LIKE IT TO APPEAR IN THE MINUTES:
Motion to approve Pay Estimate #4 to LaTour Construction, Inc. in the amount of $48,449.47 for the Kadler
Avenue Watermain Extension, City Project No. 17-06.
BUDGET INFORMATION
FUNDING:
BUDGETED:
Water Utility Operating Fund
601-49400-530
Yes
PAY 9STIMATE #4
CITY OF OTSEGO
KADLER AVENUE WATERMAIN EXTENSION PROJECT
November3O,2017
HonorablD Mayor & City Council
City of Otsego
13400 90(h Street
Otsego, MN 55330
RE: Kadlet Avenue Watermain Extension, City Project No. 1-1-06
Contractor: LaTow Construction, Inc.
Contract Amount: $1,015,234.5
Award Date: June 19, 2017
Completion Date: October 15, 2017
Dear Honorable Mayor and Council Members.
The fol(otVing work has been completed on Ilia above -referenced project by LaTour Construction, Inc
ITEM
SPEC.
ITEM DESCRIPTION
ESTIMATED
QUA TITY
UNIT
CONTRACTUNIT
PRICE -
CONTRACT
USED TO
DATE
EXTENSION
1
_12--
2021.601 MOKIZATION
1
LS
00 S
8,300.00
1.00 S
8,300.00
2
.
2104.521 SALVAGE & REINSTALL a6RCP
10
LF
00 S
440.00
16 S___L04.00
Lo
3��
2104&23 SALVAGE & REINSTALL W RC APRON
I
EA
$875.00 S
875.00
1
876.00
4
2104.523 SALVAGE & REI STALL MAILBOX
3
EA
$01.00 $
201.00
1 S
776.00
5
2118.601 AGGREGATE SURFACING CLASS 5
6 .-!ON
LF
S61.00 S
366.00
A80 _�_7�44_00
a
2501.5ij 24"CS PIPE APRON.
1
FA
S405.CO S
495.00
- $
7
2501.611 24' CS PIPE CULVERT
9
LF
$46,00 S
4J4,00
$
2_1 I q.§0
8
2611 12'BUTTERFLY VALVE & BOX
5
EA
$2,300.0 $
11,500.00
5 S
11,500.00
a
2611 16* OUTTERFLY VALVE & BO�,
3
EA
$2,960.0 S
8,880.00
2 6
5,920.00
10
2811 6" CATE VALVE & BOX
14
EA
$1,250.00 S
17,800.00
14 3
17,600.00.
11
2611 CONNECT TO EXISTING WATERMAIN
I
FA
$1,610. 0 s
imo.00
I S
1610.00
12
2611 HYDRANT
6
EA
$3,770.00 $
5_2 ?80.00
14 S
52,760.00
1
XERMAIN PIPE - HORIZONTAL DIRECTIONAL DRILLI
2611 12- Wk
S'689
LF
$76,00 S
426,075.00
6.4 S
409,600.00
14
2811 IT WATERMAIN PIPE
46
LF
$43.001
1.97000
$
1,677.00
15
2611 161WATERMAIN PIPE - HORIZONTAL DIRECTIONAL DRILLI
263
LF
$116.00 S
38.398.00
270 S
39,420.00
16
26111 WWATERMAIN PIPE
2.462
LF
$69.00 S
144.668.00
2.377 6
1:40.24 M.O
17
2011 6" DUCTILE IRON PIPE Cl. 52
125
LF
___§3TDQ S
4,625.00.
99 S
3.663.00
48
2611. 4" INSULATION
13
Sy
$47.DO S
611.00
13 $
5�6 .
'19
2611 DUCTILE IRON FITTINGS
8.731
LBS
$3.16 S
27,502.66
10' S
31,609.00
20
2553.601 TRAFFIC CONTROL
I
LS
$1,865.00 S
1,665.00
1.00 S
-
1,866.00
21
2564.602 PORTABLE CONCRETE BARRIERS
24
EA
$160.00 S
. 3,040.00
. $
8,960.00
22
2573.502 SILTFENCE,TY EMACHINESLICED .
3,422
LF
$1.65 $
6.304.10
�660 S,1023.00
23
2573,530 CULVERT INLET PROTECTION
2
rA
$140.00 S
280.00
Is
24
2576.523 EROSION CONTROL BLANKET CAT 3
1'750
SY
�1 S
2,1187.601
1,522.001S
11,002.50
26�_
2576.605 TURF ESTABLISHMENT
i
.---
246.001
2.001 S
2 490 On
Total Bid Scliodulo "A" 7" 14411jzlo
ITEM
NO,
4,2021.501
SPEC.
NO, ITEM DE§CRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT UNIT
PRICE _��
CONTRACT
MOUNT
USEDTO
ATE
_2__ _L=__
XT�NSION
MOBIIJZATION FOR DEEP SEWER,
I
LS
S3,600,00 S
3,600.00
1 S
3,500.00
2
210#.521 SALVAGE AND REINSTALL EXISTING CMP
LF
�tj 024.00
16
Lo
3
2118.601 AGGREgATE SURFACING CLASS &
'168
TON
$28.2 6
4,4-10.0_0
12 S
3,192.09.
2663.6011 TRAFFIC CONTROL
1
LS
§776. S
776.00
1 S
776.00
6
2673.502 Sill FeNCE, TYPE MACHINE SLICED
2000
LF
si.56 8
3.1100.00
A80 _�_7�44_00
6 6
2513.530 CULVERT INLET PROTECTION
_140.00 S
280.00
- $
7
k4
_25L5.605 TURF ESTABLISHMENT
ACRE
$1,245.
_Si 867.50
'11 $
2_1 I q.§0
a
2811 IW GATE VALVE & BOX
3
EA
S2,610. S
___7 1��0_00.
__1 _.�_7
-.00
0
0
2611 16"BUTTERFLY VALVE & BOX
6
$2,960. S
14,800.00
- 5 S
14,6QD.00
10
'0
2811 6" GATF VALVE & BOX
5
FA
_$I 250.09.$
6,250.00
S
6,�6() 00
I 1
2611 CONNECT TO
I
EA
$1.510.001 s
s
1,510.00
12
_EXISTINGWATERMAIN
2611 HYDRANT
6
CA
$3,770.()0 S
18,860.00
- 6 s
18'§�J.00
13
2611 jq'DUCTILE I N PIPE OL 52.
LF.
$40.7 $
.1,826.25
100
_54,876 00
?611 16" PVC DR 18WATenIAAIIq PIPE
2,490
LF.
S59.00 $
1_46910.00
2,665 S
- 151a35.00
�i,l
15
2611 W OUCTILE)ROL! PIEE CL 52
50
_LF
83700 S
1,850.00
52 S
1,924.00
, IRQ1j FITTINGS
201 DUCT&E
4,790
LBS
s-
.088.5
- A, 2 S
- 14239.0
17
2821 CONNECT TO EXISTING MANHOLE W� INSIDE DROP
1
$9,000.DD
9.000.00
___j s
9,000.00
irt
ONNrCTT08XIS'ri'4GMAtItiOLr:�NtC RE
:�
�'L
S5660.00
_$650000
i's
5�6 .
19
�_PVC §DR 35 S
202J_JW
78
71,
y
$60.5 S
A
_04L S
54.00
Total Work Order 91 SohodQIO Z �11q-40
S:%Mui�icipaMOTSEGO�531\PAYESTIMATFS10TS31 Pt.xlsx PE- 1
PAY ESTIMATE #4
CITY OF OTSEGO
KADLER AVENUE WATERMAIN iMENSION PROJECT
ITEM
No.
SPEC.
NO.
ITEM R8SCRIPT ON
ESTIMATED
QUANTITY
UNIT
CONTRACT UNIT
PRICE
CONTRACT
AMOUNT
USEDTO
DATE
EXTENSION
�j I
INATERMAINWORK AT STATION 53+22
LS
Sd,430.6
_s4go."n
3
4,430,50
2
2611
VIATERIMAIN WORKAT STATION A5+94
I
LS
$2, 26.77 $
2.126.77
1 S
2.126,71
1 3
1 2611
IWATERMAIN WORK AT $T`ATION 12f7.5
I
LS
S1.246:621 S
1245.62
1 S
11245.62.
1 4
1 26il
JINATERMAIN WORK AT STATION 30+00
1
LS
$1.868.00 S
1.868.001
1 S
1�668 00
1 4
1 2011
NWNTERMAIN WORK AT STATION Of5O a
1
501 S
3.645.501
1 5
31645.fin
Total Change Or4crfli Schedule
Bid Schedule "A"
Work Order No. I Schedule
Change Order No. I Schedule
TOTAL
Total Work Completed to Date
LESS 1% RETAINAGE
LESS PAY ESTIMATE #i
LESS PAY ESTIMATE #2
LESS PAY ESTIMATE #3
WE RECOMMEND PAYMENT OF:
APPROVAL$.
CONTRACTOR: LATOUR CONSTRUCTION, INC.
Certiffealion by Contractor: I certify that all items and amounts are correct for the work completed to date.
Till ou- Dale
ENGINEER: HAKANSON ANDFRSON
CertiricationbyEggIffeer: Wejecommeng1l'aymarlt for work and quantities as shown.
12
OWNER: CITY OF OTSEGO
SAMun!e!paMOTSEGOk63i\PAY ESTIMATESXOT831 PE-XISX
I
PE -2
762,620,26
$ 742,132.60
$ 262,714.25
_$2�3,21 j..L0
$ 13,216.40
A-13 �21
$ 1,028,460.98
$ 1,008,566,48
$ 10,066,66
293,5p.80
325.708A6
$ 330,769.10
STATE AID FOR LOCAL TRANSPORTATION Rev.July 2010
CHANGE ORDER Page I of 2
Kadler Avenue Watermain
Extension Minn. Proj. N/A 00 No. 1
Proiect Location: Alonq,Kadler Avenue from 70111 Street to 991� Street. Otsego, MN
Local Agency: City.of Otsego ;'.Local Project No. 17-06
Contractor: LaTour Construction, Inc. Contract No.
Add ress/City/State/Zi p: 2134.County Road 8 NW,, Maple Lake, MN 55358
:Tb.t4l.*Cha!Vq.*"Oro.er"Atilduht$ $13,216,48
.......... .
In accordance with the terms of this Contract, you are hereby authorize d and instructed to
perform the work as altered by the following provisions:
Station 53+22 - Additional work was necessary to lower the watermain below the existing
phase 3 power and gas lines at the intersection of Kadler Avenue and 85th Street. This
resulted in digging additional depth for the boring pit and a 3.6" hydrant extension, This work
was completed as the work progressed and the additional work was estimated at 3.5 hours
plus materials. All labor and materials associated with this work shall be paid as Lump Sum.
Station 45+94 — Additional work was necessary to set the hydrant at station 45+94 to match
the existing ditch elevation. This work was completed as the work progressed and ' the
additional work was estimated at 2 hour plus materials. All labor and materials associated
with this work shall be paid as Lump Sum.
Station 12+76 — A hydrant extension was needed for the hydrant at station 12+75 to match
the existing ditch elevation, This work was completed as the work progressed and the
additional work was estimated at I hour plus materials. All labor and materials associated
with this work shall be paid as Lump Sum.
Station 38+00 — Additional workwas necessary to regrade the ditch at station 38+00. This
work was completed as the work progressed and the additional work was estimated at 4
hours. All labor and materials associated with this work shall be paid as Lump Sum.
Station 80+50 — Additional work was necessary to make the connection to the existing
watermain at station 80+50 near the pump house. The connection was approximately 7-8,
deeper than expected and a fiber optic line had to be worked around. This work was
completed as the work progressed and the additional work was estimated at 4 hours. All
labor and materials associated with this work shall be paid as Lump Sum
The time and materials for each item described above are note included but were reviewed
by the project engineer and are available for review.
STATE AID FOR LOCAL TRANSPORTATION
Rev.July 2010
CHANGE ORDER
Page 2 of 2
Estimate'Of Cost., (Inchide any inmeases or deciieases in tonlra& items, anylleboti6ted o'rforce accoahl itep)�.)
+or— or—
Item No. Description Unit
Unit Price Quantity - Amount $
2611 Watermain work at Station 53+22 LS
$4,430.59 1 -$4,430.59
2611 Watermain work -at Station 45+94 LS
$2,126.77 1 $2,126.77
2611 Watermain work at Station 12+��*
1 $1,245.62
------- - ---
2611 Watermain work at Station 38+00 LS
J
$1,868.00 1
i Watermain work at Station 0+50 and
2611 LS
1 $�,546,50 1 $3,4 54.50
80+50 .......... ....... .
.
N�t Ch app.e f
hange Order No. 1 $13,216.48
Approved by Project Engineer:
Phone:
Print Name: r,,A 0 F— AJ
_&&
I —
Approved by GontractorA"_' Date:
PrintName:
0 Phone: -3do 9�947993
Distribution: Project Engineer (Original), Contraptor (copy).
Additional Work
Project Nante.
Kadler Avenue Watermater Extension Project - Otsego, Minnesota
Additional Work No:
1
Date.,
07/31/17
To. Brent Larson
Hakanson Anderson
3601 Thurston Avenue
Anoka, Minnesota 55303
-Email:
TransinittedBy.
Jimmy Diedrich
Fstimator/ Project Manager
Signature
Descripfion of Work
This additional work addressses the costs for installing an 18 -inch hydrant extension and gate valve intermediate section on the fire hydrant at
station 12+75 on the above referenced project. Ifthis additional work is acceptable, please forward a change order and add to the pay estimate for
payment.
Breakdown ofAddillonal Work,
Date., Laborer & Eguipment,
Unit Quantity Unit Price
Total
Foreman W/Truck & Tools
HR 1.00 $ 120.00
$ 120.00
Laborer/Pipelayer Per Each
HR 1.00 $ 98.00,
$ 9&C0
Outside Services.
$
Materials,
IS" Hydrant Extension
EA 1.00 $ 789,63
$ 789,63
18" Gate Valve Intermediate Section
EA 1.00 $ 238.00
S 238.00
Contract Rein 4 AdditionsWeductions To Contract
Vn!( 011andly Unit Price Total
S - S - AddiflonvDeducdans To OrIgInut Contract
S -
$ $ Laborer & Equipment
$ 218.00
$ $ SablOutside SerI'm
$ $ Af4terials
1,027.62
$
Total AddiflonslDeductions To Original Contract
Tolallnerease To ContractAntount
1,245.62
C0
File,
LaTour Construction, Inc.
2134 County Road 8 lVW
Alople Lake, AIN S5358
(320) 963-5993 Office (320) 963-6017 Fay
Additional Work
ProjectName.
Kad)er Avenue Watermater Extension Project - Otsego, Minnesota
Additional Work No:
2
Date.,
08/11/17
To: Brent Larson
Hakanson Anderson
3601 Thurston Avenue
I Anoka, Minnesota 55303
Email:
Transmitted By:
JimmyDiedrich
Estimator / 'ect Man
SIgnature:
Dwriplion oflYerk
This additional work addressses the costs for making the connection at station 80+49 on the above referenced project. We had to work around an
existing fiber and crossed under an existing 4" gas main that were not shown on the bid plans. The existing watermain from the pump house was
approximately 5'deeper than the directional drilled pipe, so the connection was approximately 15'deep, If this additional work is accep�able,
please forward a change order and add to the pay estimate for payment.
Breakdown ofA nal Work:
Date., Laborer & -Equipment.
Quant1tv unit Plice Total —
BH35 PC300 Komatus Excavator W/Operator
HR 4.00 $ 288.00 A 1,152.00
B1140310 J John Deere Backhoe WIOI,�2rator
HR 0.50 S 173.00 S WSO
DZ50 650 John Deere Dozer W/Operator
HR 1.00 $ 165.00 $ 165.00
Foreman W/Truck & Tools
HR 4.00 S 120.00 $ 480.00
Laborer/Pipelayer Per Each
HR 13.00 $ 98.00 $ 1,274.00
Outside Services.
$ S
Materials:
Cowracl Itent ff AdditionslVeductlons To Contract unit Otrandiv U1,11 Price Total
S
AdditionslVedurtiony To Original Contract
Laborer & Equipment 3,545.50
$
SublOntside Serpices
$
-Materials
TotalAddidwislDedtictions To OrIkInalContract
Total Increase To Contract Amount 3,545.50
cc,
File.
Larour Construction, Inc.
2134 CounV Road 8 NW
Maple Lake, MN 55358
(320) 963-S993 OffIce (320) 963-6017 Far
Additional Work
Project Name:
Kadler Avenue Waterniater Extension Project - Otsego, Minnesota
Additional Work No:
3
To., Brent Larson
Hakanson Anderson
3601 Thurston Avenue
Anoka, Minnesota 55303
Email:
Transmitted By:
Jimmy Diedrich
Estimator/ Project Manager
Signutu
-k,
J I
Description qfJVoTk Its
This additional work addressses the Costs for setting the hydrant at station 45+94 because of the existing ditch on the above referenced project. If
this additional work is acceptable, please forward a change order and add to the pay estimate for payment,
Breakdown ofAdditional Wark
Date., Laborer& Equipment.
Unit Quantity unit Price
Total
BIBS PC300 Kornatus Excavator W10perator
HR 2.00 $
288,00
$
576.00
LD20 962 Cat Loader W/Operator
FIR 1.00 S
194.00
S
194,00
Foreman W/Truck & Tools
HR 2.00 $
120.00
$
240.00
Laborer/Pipelayer Per Each
UR 6.00 S
98.00
S
588.00
Outside Services:
Materials. -
6" MJ Gasket
EA 4.00 $
3,09
A
12,35
3/4 x 3.5" T -Head B St N Cor Blue
EA 24.00 $
2.41
57.79
6" MJ 45' Bend
EA 1 2.00, $
63.20
126.40
6" PVC Restrainer
EA 1 4.001 S
33.70
134.79
6" Foster Adpt
EA 1 1.001 $
197.45
$
197.45
ContractItent H AdditionslDeductions To Contract unit 01yantity U1111 Price Total
$ $
AdditionslDeductions To Original Contract
$
Lahvrer & Eqxu�ment
S
1,598.
$
S.1,10.tshle- Services
S
-
$
Materials
$
528.77
$ $
TotalAdditionslDeductions To Original Contract
Total Increase To ContradAmount
2,126.77
CC.,
P'fle.
La Tour Construction, Inc.
2134 CounV Road 8 NW
Mapla Lake, MN 553S8
(320) 963-S993 Office (320) 963-6017 Far
Additional Work
Project Maine.
Kadler Avenue Watermater Extension Proiccl -Otse Minnesota
Additional Work No:
4
To: Brent Larson
Hakanson Anderson
3601 Thurston Avenue
Anoka, Minnesota 55303
Froail:
Transinfited By:
Jimmy Diedrich
Estimator I Project Manager
Signature,
'Plion offork
This additional work addressses the costs for the watermain extra depth to set the drill pit/hydrant and to make the connection at station 53+22 on
the above referenced project. If this additional work is acceptable, please forward a change order and add to the pay estimate for payment,
Breakdown ofA nal Work:
Date: Laborer & Eguipment.,
—9—mant1tv U1111 Price
Total
BH35 PC300 Komatus Excavator W10perator
HP 3.50 S 288.00
—S
1,008,00
LD20 962 Cat Loader Wf0parator
HR 3.50 S 194.00
$
679-00
Foreman W/Truck & Tools
HR US $ 120.00
$
510.00
Laborer/Pipelayer Per Each
FIR 7,75 $ 98.00
$
759.50
Trench Box/Shoring Per Each
HR 3.50, $ 36.00
$
126.00
Outside Services:
Materials:
36" ftdrant Extension
EA 1.00 $ I'll .10
$
1,110.10
24" #60 Screw VLV Box Ext
EA 1,00, S 84.02
S
84.02
24" Tyler 6860 Bottom Section
FA 1.001 $ 85.92
$
85.92
14 #58 Screw VLV Box Ext
EA 1 1.001$ 68.06
$
68,06
$
Contract Itein ff AdditlonslDeductions To Contract unit ouando� —Unilpfice Total
$ - $
AddiflonODeductiom To Original Contrad
S
-
S - S
Laborer & EquIpment
S
3,082.50
S -
IYUM)"IsIde lyervic�
S
-
$ -
Afaterials
1,348.09
S S
TotalA diffilonslDeductions To Original Contract
Foral Increase To Caftfract Amount
S
4,430.59
cc,
File:
La Tour Construction, lnc�
2134 County Road 8 NW
Maple Lake, MN 55358
(3 2 0) 9 43,59 93 Office (32 0) 9 63- 6017 F fLr
Additional Work
Project Name:
KadleT Avenue Watermater Extension Project - Otsego, Minnesota
Additional Work No:
5
Date:
080-3/17
To.- BrenfLarson
Hakan son Anderson
3601 Thurston Avenue
Anoka, Minnesota 55303
EmaiF
Transmitted By;
Jininty Diedrich
EstimatorAroject Man
sigualu
Description of Worh
This additional work addressses the costs for grading the ditch at approximately station 38+00 on the above referenced project. If this additional
work is acceptable, please forward a change order and add to the pay estimate for payment.
Breakdown otrAdditional Work:
Date: laborer & Equipment.
Unit Quinift unit Price
Total
BH55 E55 Excavator W/Operator
HR 4,00 $ 174.00
$
696.00
BC40 Bobcat T870 W/Operator
HP 4.00 S 165.00
$
660.00
Foreman Wfrruck & Tools
HR 1.00 S 120.00
$
120.00
Laborcr/Pipelayer Per Each
HR 4.00 S 98.00
$
392.00
Outside Services.
I
Materials:
Contract Beat I/ AdditionslDeductions To Contract Valt 0114111UP Vult Price Total
$ S -
AddifiamilDeductions To Original Contract
$
Laborer & Equipment
S
1,868.00
Subfflmrside.Tervic"
111aterials
TotalAddiflonslDedu'llons To Original Contract $
I Tofat Increase To Contrart A mourd
1,868.00
CC. -
File:
LaTour Construction, Inc.
2134 County Road 8 NW
Maple Lake, UN5S358
(320) 963-5993 Office (320) 9634017 Fav