HomeMy WebLinkAboutReith Riley/CO 2/inc 5,110.00/Towne 131st-146th TO: Rieth Riley CONTRACT CHANGE ORDER NO.:2 G-4
DATE: 9 -15 -11
PROJECT NAME: Towne Road: 131 Street to 146 Street
CITY REQ. NO.:
CITY PO NO.:
CITY PO DATE:
I. You are directed to make the following changes in this Contract:
Modify seven (7) Storm Structures to allow for raising pipe elevations to avoid a conflict with
an existing 6" natural gas main. To be paid for each under Item 79 Field Core Hole.
SCHEDULED ADJUSTMENT
ITEM (Existing) AMOUNT OR DAYS
79 Field Core Hole 7 Each cQ $730.00 $5110.00 One Day
II. The following referenced Documents further describe the changes outlined in Paragraph I,
and are to be considered a part of this Change Order R.F.P.: W.D.C. No.:
Other: Engineers revised invert elevations; PIan and Section sheets
The changes result in the following adjustment of Contract Price and Contract Time:
Contract Price prior to this Change Order $3,710,079.11
Contract Price will be increased/decreased by this Change Order $5110.00
New Contract Price including this Change Order $3,715,189.11
Contract Time Prior to this Change Order: Completion Date December 2 2011
Net increased/decreased resulting from this Change Order One Calendar Day
Current Contract Time including this Change Order Completion Date December 3rd, 2011
This Change Order is for full and final settlement of all direct, indirect, impact costs and time
extensions incurred at any time resulting from the performance of the changed work.
The Above Changes Are The Above Changes Are Approved
Recommended: Accepted:
Clark Dietz Engineers Reith Riley Construction Co. James Brainard, Mayor
ENGINEER CONTRACTOR
8900 Keystone Suite 900 P.O Box 276 tom...
Address Address M. Ann B ke, ber
Indianapolis, Indiana 46240 Indianapolis, Indiana 46206 Lo W tson, M u ber
City /State/Zip City /State/Zip 4 i
Paul J. Tate VP aerations
By: 7,;(04,/f>" 0,0 jet By: arwzs 'I PEST:
Phone:317 -503 -5250 Phone: 7 7-6 7 -6 5. Diana Cordray, Clerk -Date:
Date: 9/15/11 Date: 9/15/11 Treasurer
Date:
l tiaAaf i &fP-i1��i CjTy �1C,�k J
i vwua. twau .emu. «u k'age 1 of 1
Towne Road Str. 220
Balog, Sam [SBaiog @structurepoint.com]
Sent Wednesday; September 14, 2011 1:03 PM
To: Thomas A. Gentry
Attadiments: Str Revisions at Str. 220.pdf (19 KB)
Tom,
Some modifications will be needed to the existing structures to make the new inverts work. Hopefully there will
be room to simply raise the structures, but if there isn't then the structures will need to be field cut.
We will also need to raise the underdrain trenches draining into Str's 218 -225.
Sam
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NEW OLD
Str U/S D/S U/S D/5
220 904.70 904.43 903.30 903.00
218 904.80 904.75 904.00 903.95
219 905.00 904.95 904.00 903.95
221 904.75 904.70 903.50 903.45
222 904.95 904.75 903.80 903.60
223 905 -03 904.70 904.15 903.59
224 905.10 905.05 904.30 904.25
225 905.30 905.10 904.60 904.40
226 906.05 905.03 906.05 904.55
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PLAN VIEW OF `MODIFIED n Str. No 220 Manhole Type
33 79 ^A Manhole e C 4 111' of 15" Pipe Regd
STRUCTURES
67 18 PTp'e& A.
f 1 End $ec�'iorr Regd o Str: No 224
7. X r p Catch Basin Type K -10
Str. No` .215
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App. Exist Easement c0 it 1 0 1
X It Str. No. 219 crs
Str. NO. 216 1t /n /et Type Driveway Catch Basin Type11 -10& ldentiol Ws 72, STRUCTURES
4 2' of 12'' Pipe Regd app pe M -10 Re
`t l' of 1.2" Pipe Req' 1 X
oo. Std Na 222 sty No. z2$
REQUIRING
Str No: 21'7 x. 1 Inlet Type J-10
>r Inlet Type M -l0 MODIFICATION
Manhole Type C-4 4 m 6 'of 12 "Plpe R eq
37 of 12'P/pe Req 11 6T of l2.'Pipe Req
O'
Y. A 'ate Str. No. 214
Str. No. 375 it Manhole Type C -4
Catch Basin Type E -7 t 8' of 12 "P/p® Req'
5'of.t2 •Pipe Regd. Connect to Ex /st. Pipe
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