HomeMy WebLinkAboutTricon Construction Group - CO #5 - FY20 Virden Creek Levee Improvements, Cont. No. 947 - 6.7.2021 CHANGE ORDER NO. 5
Owner City of Waterloo Date: 5/25/2021
Project F.Y.2020 Virden Creek Levee Improvements
Owner's Contract No. 947 Contractor: Tricon Construction Group
Date of Contact Start 3/6/2020 Contract Amount: $ 3,808,500.00
You are directed to make the following changes in the Contract Documents, Description:
4-9 Pavement,PCC,6-inch $ 62.10 /SY X 50 EA $ 3,105.00
4-10 Intake,6010.512(5W-512)Intake,18-Inch $ 4,600.00 /EA X 1 EA $ 4,600.00
4-11 Storm Sewer,Trenched,RCP,12-Inch $ 48.30 /LF X 350 SY $ 16,905.00
4-12 Connection to Existing Intake $ 2,012.50 /EA X 1 CY $ 2,012.50
TOTAL ADDITIONS $ 26,622.50
Reason for Change Order
4-9 Replacement of Existing Gates Park Parking Lot Pavement
4-10 Intake to Drain Low Spot in Gates Park Parking Lot
4-11 Gates Park Parking Lot Outlet Pipe System
4-12 Connection to Existing Intake
CONTRACT PRICE CONTRACT TIME
To Substantial To Final
Completion Completion
Original: $ 3,808,500.00 Original Completion Date: 11/20/2020' 11/20/2020
Previous C.O.s(ADD/DEDUCT) $ 41,723.77
This C.O.(ADD/DEDUCT) $ 26,622,50 Revised Completion Date: 8/2/20211 8/2/2021
Contract Price with all approved
Change Orders: $3,876,846.27
It is agreed by the Contractor that this Change Order includes any and all costs associated with or resulting from the change(s)ordered herein,
including all impact,delays,and acceleration costs. Other than the dollar amount and time allowance listed above,there shall be no further
time or dollar compensation as a result of this Change Order.
THIS DOCUMENT SHALL BECOME AN AMENDMENT TO THE CONTRACT AND ALL
STIPULATIONS AND COVENANTS OF THE CONTRACT SHALLAPPLY HERETO.
APPROVED:
BY: Hc,r4 °sl Eo 6/7/2021
Owner(Authorized Signature) Date
ACCEPTED: r� -}
BY: S- of ! •0
Contractor(Authorized Si a ure) Date
ACCEPTED:
BY: _ 5-28-21
AECOM Date
AECOM
60626987 I 5
Project No. C.O.No.
Change Order#5 Virden Creek-Quantities
SUDAS Estimated Unit
Item SPEC Description Unit Quantity Price Total
13 7030 Sidewalk,PCC,4-inch SY 10.50 $ 45.00 $ 472.50
14 7040 Removal of pavement SY 50.00 $ 11.00 $ 550.00
31 9010 Hydraulic Seeding,Type 1(Permanent Lawn Mixture) ACRE 0.165 $ 3,800.00 $ 627.00
Total Additional Plan Item Costs $ 1,022.50
Change Order Items
4-9 7010-A Pavement,PCC,6-inch SY 50.00 $ 62.10 $ 3,105.00
4-10 6010-A Intake,6010.512(SW-512)Intake,18-inch EA 1.00 $ 4,600.00 $ 4,600.00
4-11 4020-A Storm Sewer,Trenched,RCP,12-inch LF 350.00 $ 48.30 $16,905.00
4-12 6010-D Connection to Existing Intake EA 1.00 $ 2,012.50 $ 2,012.50
Total Change Order Cost $26,622.50
Notes*
1.)SUDAS Specifications to be used for all items.
2.)6"parking lot paving SY price shall include removal of any existing material to meet 6"depth requirements.
TRIGON
CONSr RUCTf.❑NI GROUP
www.triconcq.com
May 13, 2021
746 58th Ave Ct SW
Cedar Rapids, IA 52404 Daniel Kimball
P 866.588.9516 AECOM
501 Sycamore St, Suite 222
Corporate Office
2245 Kerper Blvd Waterloo, IA 50704
Suite 2
Dubuque, IA 52001 Project: F.Y. 2020 Virden Creek Levee Improvements
P 563.588.9516 Re: COR# 9
F 563.588.9519
Additional cost for drain tile per attached.
Dirt to Turf($0.25/SF) Unit Price
Southside Concrete 2,700.00
Vieth Construction Corp $20, 450 fq'666.66
Subtotal $23, 150 -46-,-300.88
OHP $3, 472 . 50 - &,44§49-
Total $26, 622 . 50 ,
Note: Revision will be sent to include seeding cost after acreage is known.
Approved By:
Ron Richard 5/13/2021
Ron Richard—Tricon Construction Date
GXVe/4111 Ha.r4 S 6/7/2021
City of Waterloo Date
VIETH CONSTRUCTION CORPORATION
6419 NORDIC DR.
CEDAR FALLS,IA 50613
Contact: ALEX WEBER
Phone: 319-277-1006 Cell-319-404-4506
Fax: 319-277-3383
EXCLUSIONS: 1.BOND JOB NAME: VIRDEN CREEK DRAINTILE EXTRA
2.EROSION&TRAFFIC CONTROL WATERLOO,IA
3.FINE GRADING+-0.2'
4.DEWATERING
5.COMPACTION TESTING
6.SAW CUTTING PAVEMENT
7.SURVEY LAYOUT
ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT
1 INTAKE SW-512 INTAKE 18" 1.00 EA 4,000.00 4,000.00
12" RCP 350.00 LF $42-0 $14,7 0 0 6,650.00
4 CONNECTION TO EXISTING INTAKE 11.001 EA 1 1,750.00 1,750.00
GRAND TOTAL $2 0, 4 5 0
NOTES:
-TO INCREASE PIPE SIZE TO 8"-$21.75 PER LF
-TO INCREASE PIPE SIZE TO 12"-$23 PER LF
Page 1 of 1
V
Z
r
- 0 IS JO
:CALEINFEET%
ii EXIST. WALL
0
CLEANOUT 0a
EXIST. INTAKE -.0
3
(SUDAS 4040.232 TYPE A-2) 4" SIDEWALK BETWEEN 30
RIM EL. 856.45 RIM ELEV. 859.55 EXIST. SIDEWALK & EXIST. s
INV. EL. 853.35 (12" NW) INV. ELEV. 855.20 BASKETBALL COURTS !� o o s
INV. EL. 853.45 (6" E) _ ___ —
859.75 859.75
350'-6" NON-PERFORAaTED'SUBD %
ii
12" RCP @ 0 . 80
859.75 859.80
i
SW512INTAKE
SW-604 TYPE 4A GRATE O
N: 3,654,221.98 U
+ E: 5,236,545.12 1
FORM GRADE 859.55'
Inv. EL. 856 . 25 (12"W) )
BOTTOM WELL 855.55'
1
t
z
z
N , 2
F! Lu
0 Q
~3.
20
S Lu
wLuO
J
W
Lu Q
lMA 0 LL
K
Lu
T" 0
04
-�
�• 1 / LL
' f
DATE
•� - L� 'i` NOVEMBER 4,2019
` h L PROJECT NO
y'r�� � • 80221881
^�•� + '} � � FILENAME
41
J DRAWING NO
f+ •. r
w1 •� H SHEET NO
z 1 '
w a+tc � � •ti i, '
w a+«F