R2001-0044 03-26-01 RESOLUTION NO. R2001-44
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND,
TEXAS, APPROVING A CHANGE ORDER WITH HADDOCK
CONSTRUCTION FOR CONSTRUCTION SERVICES ASSOCIATED WITH
THE DAVID L. SMITH SITE EAST POND DETENTION BASIN.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1. That certain change order by and between the Cit of Pearland and
Haddock Construction, a copy of which is attached hereto as Exhibit "A" and made
a part hereof for all purposes, is hereby authorized and approved.
Section 2. That the City Manager or his designee is hereby authorized to
execute a change order with Haddock Construction for construction services
associated with the David L. Smith Site East Pond Detention Basin.
PASSED, APPROVED and ADOPTED this the 26 day of Hatch
A.D., 2001.
MAYOR
ATTEST:
APPROVED AS TO FORM:
DARRIN M. COKER
CITY ATTORNEY
RECEIVED
CITY Of' PEARLANO
CITY Sr_C,.~_TAR'~ S OFFIC?;
David L. Smith Site - 2001 NAR 27 AH 9:1,5
East Pond Regional Detention Basin
B2000-036
CHANGE ORDER NO. 1
March 14, 2001
ADD THE FOLLOWING WORK ITEM:
1. Increase the depth of excavation of the detention basin to
elevation 18.50 in accordance with the revised grading plan
attached as "C.O. No. 1 Exhibit A.~ Place the excess material
on the planned disposal areas as directed in Alternate 2B.
Amount of Item 1. 38,800 c.yds. @ $2.25/c.y. ADD: $87,300.00
2. Install 12" thick precast manhole bottom in lieu of
specified 24" thick cast-in-place bottom. In addition, 9" of
cement-stabilized sand compacted fill must be installed below
the 12" precast bottom immediately before placing the pre-cast
bottom. Exceptional care must be taken to insure that the pre-
cast bottom is set accurately to design grade, and is set
before the cement sand has hardened.
Amount of Item 2. NO CHANGE: 0.00
3. Change the profile of the weir wall i~ accordance with the
attached ~C.O. No. 1 Exhibit B'.
Amount of Item 3. Deduct 2 cu.yds. @L.S. DEDUCT: 150.00
TOTAL Change Order No. 1 ADD: $87,150.00
CHANGE IN CONTRACT TIME (Calendar days) ADD: 12 days
TOTAL CONTRACT B-MOUNT IS INCREASED $87,150 TO $1,256,745.00
EXCAVATION AND EMBANKMENT CONTRACT TIME IS INCREASED 12
CALENDAR DAYS TO 72 CALENDAR DAYS. TOTAL CONTRACT TIME OF 180
CALENDAR DAYS IS UNCHANGED.
END SHEET ONE OF TWO
B0036CO1.WPD (Cont.) Sheet 2 of 2
This Change Order No. 1 to Contract B2000-036 is effective
March 14, 2001.
[i0~ OWNER CONTRACTOR
y of Pearland Haddock Construction, Inc.
~ g~7 r
END CHANGE ORDER NO. 1
(SYM.)
43.47
35.64
10'
5'
i
i
i
5'
10'
1
V 40.00
n
V 42.00
6'-6"
(SYM.)
43.47
35.64 -
L
_VATI O
SCALE: 1 "=5'
1' X 1' BLOCK OUT OPENING
ST
D W
City of Reatland, Texas
EXHIBIT V
CHANGE ORDER NO. 1
B2000-036
_3oolc
HORZ:1'-5
M 1_
cm, nut
00-4000h
Job Hoa
Da$.:FEB..
An w-J.E.
Chid er J.
2000
B.
HARGROVE
SHEET
1
OF 1
ct
.38
57
REF. PT. 604
13,781,725.41
154,910.84
40.20
.)
Exiji8ir 4
((h6.5 577E-r io#N0
Utail Gap
2/a/00
N57' 22
3"E
NOTE: CURVE ALL CORNERS TO
SHARPNESS TO ALL SLOPE
INTERSECTIONS, HOWEVER TH -
REQUIRED E CAVATION MUS
REMAIN THEAME (TYP )
43.
\
3,781,.7.56
er
3,155,412.63
155,185
AREA "A"
CORRIGAN CONSULTING INC.
WETLAND DELINEATION
(DO NOT ENCROACH)
•
1
75
E 3,155,635.17�---_`,
N 13, 30,659.09 �\
E 3,155,773.�9�1
REF 13T. 54
,N 13,7 0,649.5•
E 3,1 , 631.65
4,
PROPOSED
LEVEE
(LINE REF. BY
nrA rd.,.... .. _
o
•
N 13,780,967.
E 3,156,1 10.8
\
�`— N 13,7E
E 3,156
)/‘
B0036CO1.WPD (Cont.)
Sheet 2 of 2
This Change Order No. 1 to Contract B2000-036 is effective
March 14, 2001.
OWNER
ity of Pearland
Alan Muel er,
CONTRACTOR
Haddock Construction, Inc.
Int. City Mgr. M.rk Haddock, Contractor
END CHANGE ORDER NO. 1