HomeMy WebLinkAboutC2006-488 - 10/31/2006 - Approved
CHAi"lGE ORDER
Department of Engineering Services
City of Corpus Christi, Tens
1"1 JNDI~-JG SOURt'E
CONTRACT TIME:
540 C.D,
CHAN( it: (IRDFk NO
DAlE:
October 26, 2006
Opl:ratmg Departmt.:nt
Street Overlavs - City Wide - PI<. No, 6290
Contractor
Name of Prolect
Bay, Ltd.
CHANGE
DEDUCT
ADD
SEE A 'IT ACHED BREAKDOWN
$687,660.00
TOTAL NET:
$687,660.00
Note: Work must be complete within 120 Calendar Days of NTP
Why was this c..... necessary? (Ifleft off the plans and specifications, explain why?
Council requested sidewalk improvements for safety reasons and work can be performed concurrently with this project.
How QIl similar cb8nges be avoided in the future?
Unavoidable
A
B
C
o
E
F
G
H
CONTRACT PRICE $
TOTAL CHANGE ORDER (inc. current) $
NEW CONTRACT PRICE $
THIS CHANGE ORDER $
PERCENT TOTAL CHANGE (BfA)
PREVIOUS TIME AUTHORIZED
ADDN'L CONTRACT TIME TIDS CHANGE ORDER
TOT AL ADDITIONAL TIME
~ \~Jos.
Project Manager
5,110,082.40
687,660.00
5,797,742.40
687,660.00
13%
OC.D
ocn
OC.O
CONTRACTOR
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6 iO'Zt. .~ Title E-~~" _.~ ~~
r ~. .J . ~ Operating Department
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/ f_dtLtLLh~ II f6(~..... ., 'bir. of Management & Budget . .. '~'~'I'~ \ \ 0 ~
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.;t:'."A./v~ ~ Legal Department M
CITY OF CORPU, CHRISTI, TEXAS
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APPROVED:
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to fEngineering Services
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2006-488
10/31/06
M2006-352
.~
Bay, Ltd.
Street Overlays - City Wide
P.R. No. 6290
Change Order No. 1
CHANGE
ADD
DEDUCT
Add the following items to the contract:
(WHITECAP BOULEVARD SIDEWALK IMPRVS.)
MobilizationJDemobilization - 1 ] S.
(0'$13.000.00/1. S.
$ 1 3.000.00
Concrete Sidewalk. 4" thickness. mcludmg
thIckened edge. 35.000 S.F ({IJ$990iSF
346,500.00
Curb Ramps. Landings & Pavers, ADA approved
Including header curb and all demolition of existing
curb & saw cuttIng. 26 Ea. @$2.000.00/Ea.
52.000.00
Removal & reinstallation of 4" thIck conerete
SIdewalk at bridge - 1,5ilO S.F @SI3.00/SF.
19.500.00
Removal & reInstallation of concrete dnveways.
6' minimum thickness.. 4,500 S.F @$14.00/S.F.
63.000.00
Construct Type :'\' Header Curb. II" wide by 6"
in heIght, including epoxy-coated dowels @ 18" O.c.
L600 L.F (a)$2200/L I
35.200.00
Construct Type :'\' Header Curb. :-;" WIde. height
varies, includmg epoxy-,'oated dowels 18" O.C
700 L.F. ({v$5500/L.F
38.500.00
Traffic Control 1 L.S. a}$38.00(l.OO: L S.
38.000.00
Storm Water PollutIOn Prevention
1 L.S @$8.000 OOILS
8.000.00
o Remove Guard Rail - 6..'0 LF. ((DS8.00/LF.
4.960.00
Install Guard Rarl- 345 L.F. (a)$200.00/L.F.
69.000.00
rOT AL NET:
$687.660.00