R2006-194 11-13-06
RESOLUTION NO. R2006-194
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND,
TEXAS, APPROVING CHANGE ORDER NO.2 ASSOCIATED WITH THE
CORRIGAN DRAINAGE PROJECT (PHASE III).
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1. That Change Order No. 2 associated with the Corrigan Drainage
Project (Phase III), 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
and the City Secretary to attest Change Order f\Jo. 2 associated with the Corrigan Drainage
Project (Phase III).
.
PASSED, APPROVED and ADOPTED this the 13th day of November, A.D., 2006.
~~D!J
TOM REID
MAYOR
ATTEST:
APPROVED AS TO FORM:
~ac
DARRIN M. COKER
CITY ATTORNEY
Resolution 2006-194
11/13/06
City of Pearland
Projects Department
CHANGE ORDER
For CORRIGAN SUBDIVISION DRAINAGE IMPROVEMENTS CONTRACT No.3
PEARLAND, TEXAS
Date of Issuance: November 13.2006
Contractor: Reddico Construction Inc.
Change Order No:
CoP Project No:
2
D71011
Engineer:
LJA Ens!:ineerine: and Survevine:. Inc.
Explanation:
This change order encompasses the following:
1. Increase in the scope of work that resulted in existing unit items utilized beyond the
planned quanti tv: Wet sand construction. Saw cutting. Corrigan Ditch excavation.
Increase in height of Flood wall and Earthen Berm to height of 48.9.
2. Increase in the scope of work that resulted in the necessity of new unit items being
established: Sanitary Sewer crossing at Corrigan Ditch. French Drain along Flood wall
for residential lot drainage.
See attached Agenda Memo, Resolution, Change Order #2 Memo and Change Order #2
Costs for details.
Contract Amount:
Original Contract Price:
Previous Change Order(s):
Contract price prior to this change order:
Net increase (decrease) from this change order:
Contract price with all change orders to date
(including this change order):
$ 4.093.021.00
$ (349.632.50)
$ 3.743.388.50
$ 271.102.65
$ 4.014.491.15
Contract Time: No additional time added in this chane:e order.
Authorized contract time change:
N/A
D71 0 11
Page 1 of2
Finance Approval:
(\~~ h\D-fJ~~
Finance Director
:;:J)DED:
Date: 1//2'/"
,
RECOMYENDED:
By: ~/-~
Projects Director
Date:
D7l 0 11
II/;fj(;
.
RECO~MENDI;D:,
, ) lJ
By: Ie l /i; L J..{,l
Jonstru';;)on Manager
J
Date: I I } J-/cC
/ . !
ACCEPTED:
B~/~
Contractor
Date: ///z Z/o~
. /
Date:
II. L::;J I. ()i--o
APPROVED:
BY:~ '-
City Manager B i 11 Eisen
Date: 11/30/06
Page 2 of2
Change Order No.2
CITY OF PEARLAND
Corrigan Subdivision Drainage Improvements
CONTRACT NO.3
CHANGE ORDER NO.2
BACKGROUND
This 285 day project began on April 12,2006 with a contract end date of January 22,2007. In an
effort to minimize the possibility of the neighborhood experiencing flooding and the compounding
impact of the previous projects in the subdivision, the City accepted Reddico Construction's
proposed accelerated schedule to finish the project in four months (Refer to Exhibit 1). In order to
successfully expedite the work, Redicco Construction anticipated that the City would reduce the
proposed storm sewer scope and be very responsive and proactive with regard to resolving project
issues that would negatively impact the critical path. The contractor then mobilized up to 6 crews
to fulfill the team goal of completing the project by the end of the summer. Change Order No. 1
was executed on May 19, 2006 (Refer to Exhibit 2). This change order reduced the storm sewer
scope of work and added a masonry wall, wet sand construction (dewatering) and several other
Unit Items that were needed to complete the project while still maintaining the accelerated
schedule.
ITEMS RECOMMENDED IN CHANGE ORDER NO.2
Over a four month period the following Unit Items were utilized beyond the planned quantity to
expeditiously complete the work without delaying or stopping the contractor and incurring
potentially significant claims:
. (CO No.2 - Item No.1) Unit Item No. 84 - Wet Sand Construction.
. (CO No.2 - Item No.2) Unit item No. 64 - Saw Cut;
. (CO No.2 - Item No.3) - Unit Item No.4 - Corrigan Ditch Excavation, Unit Item No.5 -
Grade and Compact Excavated Material Placed in Corrigan Ditch, Unit Item No. 7 -
Remove, Haul and Dispose of Existing Stockpiled Soil.
. (CO No.2 - Item No.4) Unit Item No. 70 - Flood Protection Wall with Foundation, Unit
Item No.6 - Earthen Berm.
In addition to the existing Unit Items, the following new Unit Items are recommended to be
established with this change order to pay the contractor:
. (CO No.2 - Item No.5) Sanitary Sewer Crossing at Corrigan Ditch.
. (CO No.2 - Item No.6) French Drain Along Flood Protection Wall to Drain Residential
Property.
Prepared by ESP A CORP
Change Order No.2
CONTRACT REFERENCE
When the City sought and accepted the contractor's proposed accelerated schedule it was
extremely difficult for the City to take a standard approach to managing the project. After Change
Order No. 1 was executed on May 19, 2006 it was decided to use existing Unit Items to avoid
delaying the contractor and incurring potential downtime claims. The decision regarding utilizing
the existing Unit Items was based on the following General Conditions of the Contract; Refer to
Exhibit 3:
. Article 2.04 - Changes and Alterations and 6.03 - Estimated Quantities.
. Article 5.03 - Hindrances & Delays and 7.03 - Extra Work.
Article 2.04 gives the City the option to extend the use of established prices to enable the
contractor to perform the work beyond the planned quantity as long as it is agreeable to both
parties. Article 6.03 supports this further by establishing that the Contractor cannot submit claims
if planned quantities differ from actual because "quantities are approximate..." and "... actual work
may differ some what from the estimates".
It has been our goal throughout this project to ensure that the work was installed to meet or exceed
Pearland standards and to prevent the City from incurring additional cost other than the work as
described in Articles 5.03 and 7.03. These articles maintain that the owner is responsible for
paying the contractor's expenses if they are delayed while working on the project and if Methods
A and B are chosen to perform Extra Work, the Change Order must be complete before the Work
can be commenced. Given the number of crews and subcontractors working on this project, any
claims for down time would have been extremely excessive.
We are not suggesting that this was the only approach that could have been taken on this project.
It is our understanding and interpretation of the Contract that it entailed the least amount of
financial risk for the City of Pearland. Considering the magnitude of the scope adjustments that
were introduced during construction, it is very significant that based on the working relationship of
the project team, the Contractor opted not to be compensated beyond the established Unit Item cost
or submit a claim against the City.
The existing Unit Items cost and quantity were carefully documented and tracked as the work was
performed. During the time period that these existing quantities exceeded the planned quantity,
the project team including the contractor agreed that project cost would not exceed the original
appropriated Contract Amount of $4,093,021.00. The proposed Change Order No.2 amount is
$271,102.65 and is described and detailed below.
Prepared by ESP A CORP
2
Change Order No.2
SCOPE AND JUSTIFICATION
ITEMS UTILIZED BEYOND THE PLANNED QUANTITY
1.
DEWATERING/WET SAND CONSTRUCTION
$138.030.50
Scope:
Increase the quantity of existing Unit Item No. 84 (dewatering! wet sand construction)
to install the proposed storm sewer along Fite Road and along Chester Drive, and to
perform Corrigan Ditch improvements.
Justification:
Unit Item No. 84 was created by Change Order No.1 to address a small length (400
linear feet (L.F.) of storm sewer installation on Fite Road where flowing wet sands
were anticipated. However, due to the required cut depth, groundwater and flowing
wet sands were encountered and additional dewatering was necessary for the entire
length (1790 L.F. during the month of May) of sewer installation on Fite Road, for the
majority of the length (1,061 L.F. during the months of May and June) on Chester
Drive, and for the entire length (2,228 L.F. during the months of May, June, July, and
August) of the Corrigan Ditch improvements. Therefore, the Change Order No. 1
quantity of 400 L.F. was insufficient to install the proposed work and an additional
4,679 L.F. ofthe Unit Item was necessary to complete the work expeditiously.
Reference:
Exhibit 4 - RFI Nos. 1, 13 & 16; Daily Reports Nos. 41, 79, Ill, & 142;
Dewatering System Pictures.
2.
SAW CUT FOR PAVEMENT REPLACEMENT
$17.601.00
Scope:
Increase the quantity of existing Unit Item No. 64 to increase the unit quantity of saw
cutting to install the proposed storm sewers and replace the on-site pavement
Justification:
The original quantity of 3,500 L.F. was derived from removing the concrete pavement
from the street centerline to back of the curb, which would require only one cut in the
center of the street. Before the contractor mobilized, the City revised the drawings
which changed the alignment of the storm sewer centering it in one lane and reduced
the amount of concrete pavement, 6-inch curb, and driveways to be removed and
replaced. Change Order No.1 was executed on May 19, 2006 which increased the
quantity to 11,200 L.F. because of the new alignment the street would need to be saw
cut on both sides of the storm sewer trench instead of one cut to remove the whole lane.
However, this quantity was not sufficient to complete the work. Also additional saw
cutting was necessary due to the removal and installation of inlets and the deteriorated
condition of existing pavement to be tied into with new pavement. The total increase
in the saw cutting is 5,867 L.F. @ $ 3.00/ L.F. for an amount of$17,601.00.
Reference:
Exhibit 5 - Change Order No.1, Daily Report Nos. 16, 17,49,80 & 110
Prepared by ESP A CORP
3
Change Order No.2
3. CORRIGAN DITCH IMPROVEMENTS
$39.998.65
Scope:
Increase the quantity of existing Unit Item Nos. 4, 5 and 7 to extend Corrigan Ditch
excavations beyond the northern planned limit for an additional 2,862 cubic yards
(C.Y.) of material removal and 535 C.Y. of material placed in the ditch invert. The
additional improvements shall extend from Sta. 23+50 to Sta. 32+00.
Justification:
The Original Contract provided improvements to the ditch approximately 300 L.F.
north ofNeches River Drive. As a result of outfall "B" elevation corrections, necessary
corrections to existing erosion and pooling areas caused by improper wash out
protection from the existing outfall, and proper flow line re-establishment, the re-
grading of the Corrigan Ditch from Station 23+50 to the Corrigan Ditch dam near the
by pass ditch, was necessary. In order to maintain the designated accelerated schedule,
and avoid the next anticipated seasonal flood, the utilization of existing Unit Items was
implemented.
Reference:
Exhibit 6 - Item No.7 of the Meeting Minutes for August 14,2006, Daily Reports Nos.
17,49,80, 111 & 142.
4.
FLOOD PROTECTION WALL & EARTHEN BERM
$39.796.50
Scope:
Increase the quantity of existing Unit Item No. 70 and Unit Item No.6 to increase the
flood protection elevation along the entire wall from 48.00' to 48.90'.
Justification:
The City of Pearland obtained revised hydraulic modeling data for the Corrigan
Subdivision. As a result, and at the direction of city management, the Flood Protection
elevation was increased from 48.00' to 48.90' to ensure that the neighborhood was
protected from flooding. The increase in height resulted in an increase in the amount of
reinforced concrete that was needed to obtain the revised height of 48.90'. The original
cost for the lump sum item was $248,700.00. However, the change in the wall height
increased the required amount of Unit Item to 14.84% above the planned lump sum
amount. The increase in height also resulted in an increase in the amount of fill
material that was needed to obtain the revised height of 48.90'. The increase in fill
material is 527 cubic yards (C.Y.) @ $ 5.50/ c.Y. = $ 2,898.50.
Reference:
Exhibit 7 - Daily Reports Nos. 142 & 172; Email correspondence dated July 25,2006
and September 12, 2006.
Prepared by ESP A CORP
4
Change Order No.2
NEW UNIT ITEMS TO BE ESTABLISHED
5.
SANITARY SEWER CROSSING AT CORRIGAN DITCH
$12.250.00
Scope:
Establish new Unit Item to remove approximately 40 L.F. of Sanitary Sewer encased in
concrete across Corrigan Ditch and replace with 8-inch Steel Pipe wi P401 Ceramic
Epoxy Coating.
Justification:
The existing sanitary sewer line that crossed the Corrigan Ditch was encased on the top
with 12 inches of concrete and created a dam in the Corrigan Ditch flow line. The
concern was that when the excavation of the ditch was completed, the sanitary sewer
line would be suspended above the flow line of the ditch. The weight of the concrete
on top of the sewer line could cause the line to fail and discharge sewage into the ditch.
Two proposals were submitted to repair the sewer line to prevent a failure. One was a
siphon sewer line; the other was replacing the sewer line with an 8-inch steel line. The
Public Works Department preferred the 8-inch steel line in lieu of an 8-inch siphon.
Reference:
Exihibit 8 - RFI No. 18, Item No.7 of the Progress Meeting Minutes for August 14,
2006, and Contractor's proposal letter dated August 19, 2006.
6.
FRENCH DRAIN ALONG FLOOD PROTECTION WALL
$23.426.00
Scope:
Establish new Unit Item to install a French drain system along the Flood Protection
Wall.
Justification:
The construction of the Flood Protection Wall was found to cause water to collect on
the private residential property side of the wall between Corrigan Drive and the fire
station. Several field meetings with residents along the north property line of the
subdivision determined that an expedient solution was needed to prevent future
flooding to these area residents caused by the new wall. A French Drain system was
determined to be the best economical solution to the problem. Per reports from
residents and project inspectors, no resident experienced flooding in the last two major
rain events that caused area flooding in other Pearland subdivisions.
Reference:
Exihibit 9 - RFI No. 33 and Contractor's proposal letter dated October 18,2006.
PERIOD OF PERFORMANCE
The Period of Performance of the Contract is not increased as a result of this change
order.
Prepared by ESP A CORP
5
Prepared By ESPA CORP
CITY OF PEARLAND
CORRIGAN SUBDIVISION DRAINAGE IMPROVEMENTS CONTRACT NO.3
CHANGE ORDER NO.2
EXHIBIT
I
COST
Description
Unit
Plannned
Quantity
CO
Quantity
Unit Cost
CO Amount
84 Wet Sand Construction LF 400 4679 $ 29.50 $ 138,030.50
2 64 Saw Cut LF 11200 5867 $ 3.00 $ 17,601.00
3 4 Corrigan Ditch Excavation CY 5850 2862 $ 8.70 $ 24,899.40
5 Grade and Compact Excavated Material Placed in CY 1745 535 $ 4.15 $ 2,220.25
Corrigan Ditch
7 Remove, Haul, and Dispose Existing Stockpiled Soil CY 8000 2862 $ 4.50 $ 12,879.00
Item 3 Subtotal $ 39,998.65
4 70 Flood Protection Wall With Foundation LS 0.1484 $ 248,700.00 $ 36,898.00
6 Earthen Berm CY 650 527 $ 5.50 $ 2,898.50
Item 4 Subtotal $ 39,796.50
Existing Items Subtotal $ 235,426.65
5
Remove existing 8-inch Sanitary Sewer in the Corrigan LF
Ditch and replace with 8-inch Ceramic Epoxy Coated
Steel Pipe Including CSS Pipe Support in Slopes,
Remove and Dispose of Existing Concrete Cap, and By
French Drain Along Flood Protection Wall to Drain LF
residential property
o
40
$
306.25 $
12,250.00
6
o
1700
$
13.78 $
23,426.00
New Items Subtotal
$
35,676.00
Change Order No.2 Total
$271,102.65
Original Contract Amount $
Previously Authorized Change Orders $
Amount This Change Order $
Total Changes to Date $
Revised Contract Amount $
%/Under
4,093,021.00
(349,632.50)
271,102.65
(78,529.85)
4,014,491.15
1.92%
6
EXHIBIT 1
SCHEDULE
: I
~e'
-'too-
O'ti >
~! I
~Ti
1 I
to!'
l"~
":1'-'
N: t
'5 I
~,-j
tn' I
91&t'J~
~:~
d,
". .
-")',j
- ;
a:"
0' ,
. lco
~~1ii
Sl !
...., ;
,"~I
~,~.J
......,.-
~'U)j
... '
~m~,_l
wI :
9l~'
.,,::i<l
~I
(0; I
9;(0
~lSi
i :~
-..t-....;a
(0: _
Pi ',...
~~
>.
~, I
I
w'
e
~ ..'~
"It'.....
""'1;.0
101
:Ei
-I i
!!lJ~
"""''f)
~I
::;;;..j
w I
f=3:o,
~~l
. I
~l
-~I
. \
:g' .
ri81
N'Vj
ci' ;
~j
to j
:.:~i
~,"'lt,
.%1
-'~~I
~:ml
~~~l
Q.
<0:
'"
!:!.
co
~ .-i
. g
l--in
I 0:
u
c:i
z
in
0:
U
'"
;0
c:i
z
in
0:
U
l:!
co
!Il -
.g
~
!u
i
.
.
~
....
- "I
....
.. t
... ...
0 ...
z ;;;
t1
0:
0
..
...
-_.._-_..~..._._o
...
iD
...
o
z
~
0:
U
.
co
...
~
.1 .
1-
'~~"'-'n
... ...
;;r ~
~
q;
'.
;a
.+,~
o
z
~
u
...
ci
z
.
.-4-
!:!
on
0:
U
.....
---<>>
Iii
-
-
Iii
~
...
.....
Iii
.
T:' .A.______.__
W .... W
Z Z Z Z z
:5 0 w S 0
:e
I- w ~
~ w ~
> :5
0 0 0 l!!
::; 0: '" IL ~ 0:
0: C) ...J W (!) z
l!! () ;i 0: t3 w
0 0: 11- W .... a: w ~
0 .... z 0
z W ...J tJl :::> > w VI ;:: :I '"
'" G 0: ir w ~ ::J
0 Z W 0 0 ~ z Cl 0:
~ z z ~ Q ~ w z 0 ~ ...
g :5 z S ~
Q lD ir S ir 0 0 0: ~ Q ir ii: 0
<0: 0: IL .... Z <0: 0: Q. Z
0 w f> tJl 0: '" '" :5 z 0 f!! '" '" :5 z O!l
0: .... W UJ W (!) ili w 0: W UJ 0
tJ) ...J m :I:w Z '" Iii '" ...J :I:w '" ii5 n.
In ~ W W IL :E Uz U ...J W UJ IL Uz U ::J
~ :I: Z IL t3 ~:5 5: 0 U 0: .... :I: ~ ~S 0 5: '"
W 11- U ::; <( ::::; 0: :E 0 Ii: u 0: C tJl
n. Z lD W
ii: 0 ::J 0:
U '" 0
i~
,w
I~
,w
'>
iO
10:
'IL
'~
lw
Cl
'<0: Z
Z 0
,~ ~
'Q
.. z ::::;
E <( jjj
l\l ~ 0
Z '0: ::
"" 0:
.. 0
~ loI
B ;....
ell v
,'"
1)"1 \t::\\(
lco
;!
~
i~
~
- '<. f)
\
K..Q.AJ cl @.jlr-e._ CoH M~.
'.
...
;0.:
...
ill
,
e
N
-
;:::
.,
.:
0
;;;
.!!l
:: OJ
Iii .5
E '6
~ l\l
.,
0
J
~
l\l
E
E
., ~ "
.: .. tJl
.'l E 1i
on "
.!!l E e- "
:: " 01
tJl Q. ft>
Q.
~ I
on
..
l!!
~ e
~ ;g. n.
G
z
5>
~
CI/I
w
G
<t
z
~
C
Z
<t
S2CD
r:t:C>
r:t:o
O:!::
U"<l'
CI/Il:
o
t;:!!
CD ..
._ClI
0-
.. III
a.c
EXHIBIT 2
CHANGE ORDER NO.1
CITY OF PEARLAND
Corrigan Subdivision Drainage Improvements
CONTRACT NO. 3
CHANGE ORDER NO. 001
MASONARY WALL ADDITION, & STORM SEWER REVISIONS
SCOPE:
Furnish all labor, material, equipment and supervision necessary to delete the
installation of wood fencing from Corrigan Ditch to approximately 30' east of Corrigan
Street and replace with masonry walling,J:educe scope of work in reference to Bid item
7] as a result of deletion of approximately 950 linear feet of wood fencing.
Revise/adjust current bid items 8, 14, 16, 18, 19, 19~ 20, 21, ~ 23, 24, 25, 26, 29,
30, 31, 32~ 33,34, 35,36,37.38,40.41,49,50,52,60, 61A, 62, 62A, 63, and 64 to
reflect revisions to stonn sewer design per UA recommendation. Reduce scope of
work in reference to Bid item 81 as a result of storm sewer re-alignment/re-design.
Add item 7lA, 82, 83, 84, 85, 86, 87, 8~ 89 for compensation fur masonry wall,
Cleaning and TV of lines, Point repairs, wet trench, Extra C sand and landscape
installation.
FINDING OF FACT:
Per City of Pearl and Ordinance, a masonry wall is required as separation between commercial
construction and residential areas. Due to the commercial construction at Corrigan Street and
FM 518, a masonry wall will replace the proposed wood fencing (as reflected in the contractor's
bid) from Corrigan Ditch to approximately 30' east of Corrigan Street. (Bid Item No. 71) It is
recommended that a unit item (item 7lA) be established (based on linear foot) to provide
compensation to the contractor for the installation of the masomy wall. Based on the review of
TV tapes of the existing stonn sewer lines in the Corrigan Subdivision by LJA (Engineering
Consultant), recommendations have been supplied for stonn sewer lines that require Cured in
Place Pipe repairs. There are approximately three point repair areas identified. Therefore the
scope of work requiring CIPP has been drastically reduced. Using the current unit bid prices. the
cost for lining (exclusive of point repairs) reduces from approximately $355,335.00 to
approximately $13,2] 6.00. The stonn sewer design has been revised as a result of ' 'value
engineering" which resulted in the change ofvarious pipe sizes at pertinent locations throughout
the Corrigan Subdivision. The relative bid items are to be revised/adjusted as a result of
renegotiation with the contractor as per Contract Specifications GenemJ Conditions section 6 and
section 7. Pel" meeting with the contractor, all additional and revised scopes of work will be
performed within the stipulated contract time allowed. Therefure, no additional days are
recommended. The contractor has CODCUrred.
MEMORANDUM OF NEGOTIATIONS:
The contractor submitted a cost proposal which includes the contractor's estimate of the Jabor,
equipment and materials involved to delete the installation of wood fencing from Corrigan Ditch
to approximately 30' east of Corrigan Street and replace with J'DaSOIIl"Y walling, reduce scope of
work in reference to Bid item 71 as a result of deletion of approximately 950 linear feet of wood
fencing. Revise/a4just current bid items 8, 12, 14,16,18, 19, 19~ 20,21,22,23,24,25,26,29,
..........-. I ~ ""'.-1'C"\11
r. 1
CITY OF PEARLAND
Corrigan Subdivision Drainage Improvements
CONTRACT NO. 3
CHANGE ORDER NO. 001
MASONARY WALL ADDITION, &, STORM SEWER REVISIONS
30,31,32, 33,34,35,36,37,38,40,41,49, SO, 52,60, 61A, 62, 62A, 63, and 64 to reflect
revisions to stonn sewer design per UA recommendation. Reduce scope of work in reference to
Bid item 81 as a result of storm sewer re-alignmentlre-design. Add item 71A. 82, 83, 84, 85, 86,
87, 88, 89 fur compensation for masonry wall installation. Per review. the contractor's price is
fair and reasonable. A reduction of$349,632.50 has been applied.
BUDGET IMPACT
The net result is a decrease $349,632.50 to the contract.. The revised/new bid items are proposed
as follows:
Revised Revised Difl
llld I1nil BlI! Revised UIl/l Conlract Bid to
Item" lklm Unit Quanlty Price amount Qullllfly Price PrIce Conlracl
Dlllinage
lIema
8 5x3 COIIJllte Box Culvels Linear FI 33S S 133.20 $ 044,622.00 0 S 200.00 $ .$ (44 .622.(1))
1~ 24' Re? Slonn Sewer linear FI 3120 $ HlJD ~ 209,664.00 2Il54 $ 90.00 S 256,860.00 .$ 47,195.0l>
16 30'RCP L/Ilear Fl 3115 $ 82.10 $ 31.808.50 2010 $ 10B.OD ; 223.560.00 $ 191.951.50
18 35' RCP Linear Ft 2365 S 105.75 $ 250.088.75 221/9 $ 140.00 $ 31-4,851l.00 $ 64.761.25
19 42' RCP liRNr Ft 1130 $ 124.20 $ 140,346.00 237 $ 165.00 $ 39,105.00 .$ (101.241.00)
19A 42' ACSP Linear Ft 1 $ $ 67 $ 146.25 $ 9.198.75 $ 9,798.75
2G ~8' RC? liIlearFI 300 $ 142.50 S 42.150.00 2BO $ 187.50 f 52.500.00 $ 9,750.00
21 48' ACAP Unear FI J5 oS 210.00 $ 7.35lJ.00 36 $ 280.00 $ 10.1180.00 $ 2,730.00
22 54' RCP Linear FI 180 ; 160.00 $ 28.800.00 1185 $ 212.50 $ 251.812.50 .s 223,012.50
2J 54' AC5P Linear FI ~O $ 155..00 ; 6.200.00 (I $ :lOO.CO $ t l6.200,OO)
24 60' RCP Unear R 2850 $ 268.00 $ 763.800.00 t365 $ 375.00 $ 511,815.00 $ (251,925.00)
25 26 518/1roh Pipe LkIcar FI 150 $ 169.00 $ 25,350.00 150 $ 225.00 S 33.750.00 $ 8,.(00.00
26 221/2 ArcJ1 Pipe Linear Ft 3D S 137.00 $ ",110.011 3D $ 11l2.D0 $ 5,460.00 $ 1,350.00
2il 15' C IPP linear Fl 75 $ 207.00 $ 15.525.00 0 $ 2D7 .00 $ . $ (15,525.DO)
30 18' elPp liIlearFI 2445 $ 65.20 $ 159,41-4.00 0 $ 300.00 $ S (159.414.00)
31 2~' elPp Linear FI 290 $ 118.00 $ 34,220.00 112 $ "75.00 f 53,200.00 S 18,98Q.oo
32 36' elf? LInear Fl 435 $ 124,2f) $ 54,027.00 0 ~ 600.00 $ $ (54.027.oo)
33 48' elPP Unear FI 505 $ 232.90 $ 117.614.50 0 $ 800.00 $ f (117.614.50)
34 Type 'A'lnlels Each 12 $1.25lI.o0 ; 15.000.00 8 $ 1.751),00 $ 1-4.000.00 $ (1.00a.0ll)
35 T YJl8 'E' Inlels Each 4 $1,730.00 $ 6.920.00 3 .$ 2,000.00 $ 6,ooo.DO $ (920.00)
36 TJVnch Inlll! liIlearFI 60 $ 185.00 $ 11,100.00 0 $ 250.00 $ S (11,100.00)
37 TrJle 'C' infel Each .?O 11.560,00 $ 78.000.00 43 $ 1,sso.1IO S 67,000.00 $ (10.920.00)
38 Type 'C' 10'11lle1 Each 52 12.760.00 $ 1Q,OOO.oO 21 S 3.950.00 S 82,95D.oo $ (60.050.00)
40 Type 'C" MH 42' . pipe Each 34 $2, 170,00 "' 73.780.00 -43 $ 3,1SO.00 $ 135,450.00 $ 61.676.00
41 Type'C" J.fH 48".. pipe Each 22 $3,970.00 $ 117,340.00 fO $ 5,600.00 $ 56,000.00 $ (31.340.00)
49 Plug and AD 18' RCP Linear FI 1060 $ 12.00 $ 12,720.00 1200 S 12.00 .$ 14,400.00 $ 1.6110.00
CITY OF PEARLAND
Corrigan Subdivision Drainage Improvements
CONTRACT NO, 3
CHANGE ORDER NO. 001
MASONARY WALL ADDITION, & STORM SEWER REVISIONS
50 R& D 18' Ref> Linoar Fl 390 $ 12.25 $ 4.m.51J 410 S 12.25 $ 5,022.50 $ 245.00
52 R& 024' RCP Unear Fl 75 1 15.00 of 1,125.00 200 $ 20.00 $ 4.000.00 $ 2,875.00
60 french Samly Unear FI 11610 $ 0..50 .$ S,ans.oO 11403 $. 0.50 $ 5.701.50 $ {too.5O)
Paving
61 R & 0 EilSlillg Pavemsol SqYO 13600 ; 3.40 S 46.920.00 1600 $ 4.00 $ 30.400.00 $ (16.520.00)
elA R & 0 &isUn9 Aspha/l SefiD 1100 $ 2,.(5 $ 2.695.00 510 $ 2.90 $ 1.479.00 $ (1,216.00}
62 6' Conct8le SqYD 1381lO $ 43.25 $ 596,850.00 7600 $ 47.50 $ 381,GOD.DO S (235.850.00)
62A 2' HMAC PlIY8msn! SqYD 1100 $ 24.85 $ 27.335.00 51D $ 28.00 S 14,2BO.00 $. (13,D55.oo)
63 6" Conerete Curb Linear Fl 7115 $ 2.50 $. 18,499,00 1000 .$ 3.00 $. 3.000.00 $. (15.499.00)
64 Saw Cui Unear Ft 350lI $ 2.50 $. 8,750.00 11200 $ 3.110 $ 33.600.00 ,f 24,850.00
l.IJsceuane
GUS
71 6'Wood Fence Unear Ff 2125 $. 24.00 t 65,400..00 1775 $. 30.50 S 54,137.50 $. (11.262.50)
71A 8' Masonry WBIl Linear FI 1 $ $ 950 S 95.00 $ 90,250.00 $ 90,250.00
SUPPlementBry !!ems $.
81 ReconslrucI Driveways Each .22 $1,750.00 $. 38,5110.00 10 $ 2.450.DO $. 24,500.00 $ (14.000.00)
82 Clean aodlV 24', war Ft 1 S $ 2392 $ 6.00 ~ 14.352.00 $ 14,352.00
83 CIe811 and TV 2~'+ U1lear FI 1 $ $ 940 $ a.oo $ 7,520.00 $ 7.520.00
84 Wet Sand ConSlllIC(ion Unear Fl 1 $ 0 400 $ 29.50 S 11,800.00 $ 11,000.00
85 Exfm eland Too $ S 200 $ 1ano $ 3,500.00 $ 3.600.00
86 Oalfall '0' Polnl Repair is 0 S s $ 4,500.00 $ 4.500.00 $ 4.500.00
87 OulfaU 'La Poinl Repair LS 0 $ s $ 3,500.00 $ 3,500.00 $ 3.5QO.OO
88 OuM 'U' Point Repair LS 0 $ $ S 9.000.00 $ 9.llIlO.OO $ 9,000.00
89 Landscaping Alhwance LS 0 $ $ $fO.llOO.oo $ 10,000.00 $ 10,000.00
$3,l80,Oll1.25 S 2,830.383.75 $ (349.63.2.50)
The Period ofPerfonnance of the Contract is not increased as aresu1t of this change order.
Original Contract Amount. $4,093,021.00
Previously Authorized Changes $0.00
Amount This Change ($349,632.50)
Total Changes to Date ($349,632.50)
% OverlUnder -8.54%
CITY OF PEARLAND
Corrigan Subdivision Drainage Improvements
CONTRACT NO. 3
CHANGE ORDER NO. 001
MASONARY WALL ADDITION, & STORM SEWER REVISIONS
Submitted by: ( r=> d ~1!7.
Cecil P. Boo P :if, Project Manager
d1~(
Date
Concurrence:
sJ 2Z/0{,
Date
~/~~
~~~;~:tD3:t-t1 ':oJ i1fj
Concurrence:
~~
Steve Redd. President Re dieo
EXHIBIT 3
CONTRACT GENERAL
CONDITIONS
City of Pearland, Texas
Standard Documents &
Specifications
January 2004
~
CLAUNCH & MILLER, INC.
Engineering Consultants
3701 Kirby Drive, Suite 860 Houston, Texas 77098 (713) 524-7113
CITY OF PEARL.iND
GENERAL CONDITIONS
1.11 REFERENCED STANDARDS. No provision of any referenced standard specification,
or manual shall be effective to change the duties and responsibilities ofthe Owner, Engineer, Contractor,
or their consultants, employees, or representatives from those set forth in the Contract Documents, nor
shall it be effective to assign to the Engineer or its consultants, employees, or representatives any duty or
authority to supervise or direct the furnishing or performance of the Work or any duty or authority to
undertake responsibilities contrary to provisions of the Contract Documents.
1.12 SPECIAL CONDITIONS. In the event special conditions are contained herein as part of
the contract documents and said special conditions conflict with any of the general conditions contained
in this Contract, then in such event the special conditions shall control.
2.0 RIGHTS AND RESPONSIBILITIES OF THE OWNER
2.01 ADEQUACY OF DESIGN. It is understood that the OWNER believes it has employed
competent engineers and/or designers. It is, therefore, agreed that the OWNER shall be responsible for
the adequacy of the design, sufficiency of the contract documents, the safety of the structure and the
practicability of the operations of the completed project, provided that the CONTRACTOR has complied
with the requirements of the said contract documents, all approved modifications thereof and additions
and alterations thereto approved in writing by the OWNER. The burden of proof of such compliance
shall be upon the CONTRACTOR to show that he has complied with the requirements of the contract
documents and approved modifications thereof and all approved additions and alterations, thereto, as the
same shall have been interpreted by the ENGINEER.
2.02 RIGHT OF ENTRY. The OWNER reserves the right to enter the property or location on
which the work herein contracted for is to be constructed or installed, for itself or such agent or agents as
it may select, for the purpose of inspecting the work, or for the purpose of constructing or installing such
collateral work as the OWNER may desire. The OWNER shall have the right to make inspections at all
reasonable times, and the CONTRACTOR shall have no cause to complain ifhis work shall be delayed
by reason of such inspection, construction or installation of collateral work.
2.03 OWNERSHIP OF DRAWINGS. All drawings, specifications and copies thereof
furnished by the OWNER shall not be reused on other work and, with the exception of the sets forming
the part of the signed contract documents, are to be returned to the OWNER on request at the completion
of the work. All drawings and models are the property of the OWNER.
2.04 CHANGES AND AL TERA TIONS. The CONTRACTOR further agrees that the Owner
may make such changes and alterations as the OWNER may see fit, in the line, grade, form, dimensions,
plans or materials for the work herein contemplated, or any part thereof, either before or after the
beginning of constructiOll, without affecting the validity of this Contract and the accompanying
Performance and Payment Bonds.
If such changes or alterations diminish the quantity of the work to be done, they shall not constitute the
basis for a claim for damages or anticipated profits on the work that may be dispensed with. If the
amount of work is increased and the work can fairly be classified under the specifications, such increase
04/2002
00700-3
CITY OF PEARLAND
GENERAL CONDITIONS
shall be paid for according to the quantity actually done and at the unit price, if any, established for such
work under this Contract, except as hereinafter provided for unit price items under Article 6 of this
Contract; otherwise, such additional work shall be paid for as provided under Article 7 hereoffor Extra
Work. In case the OWNER shall make such changes or alterations as shall make useless any work
already done or material already fumished or used in said work, then the OWNER shall compensate the
CONTRACTOR for any material or labor so used and for any actual loss occasioned by such change
due to actual expenses incurred in preparation for the work as originally planned.
2.05 DAMAGES. In the event the CONTRACTOR is damaged in the course of the
completion of the work by the act, negligence, omission, mistake or default of the OWNER, thereby
causing loss to the CONTRACTOR, the OWNER agrees that he will reimburse the CONTRACTOR for
such loss. In the event the OWNER is damaged in the course of the work by the act, negligence,
omission, mistake or default ofthe CONTRACTOR, or should the CONTRACTOR unreasonably delay
the progress of the work being done by others on the job so as to cause loss for which the OWNER
becomes liable, then the CONTRACTOR shall reimburse the OWNER for such loss.
3.0 RIGHTS AND RESPONSIBILITIES OF THE ENGINEER
3.01 OWNER-ENGINEER RELATIONSHIP. The ENGINEER shall serve as the OWNER'S
representative during construction. The duties, responsibilities and limitations on the authority of the
ENGINEER as the OWNER's representative during construction are set forth in the contract documents;
and the ENGINEER shall not have authority to extend the OWNER's liability or to bind the OWNER for
any additional liability of any nature whatsoever without the written consent of the OWNER. The
ENGINEER shall advise the OWNER as to the progress of the work, and any instructions by the
OWNER to the CONTRACTOR shall be issued through the ENGINEER.
It is the intent of this Agreement that there shall be no delay in the execution of the work; therefore,
written decisions or directions rendered by the ENGINEER as the OWNER=s representative shall be
promptly carried out, and any claim arising therefrom shall be adjusted as hereinafter provided. Unless
otherwise specified, it is mutually agreed between the parties to this Agreement that the ENGINEER
shall review all work included herein and shall have the authority to issue written stop work orders
whenever such stoppage may be necessary to insure the proper execution of this Contract.
3.02 KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE. The ENGINEER shall
fumish the CONTRACTOR with an adequate and reasonable number of copies of all Plans and
Specifications without expense to the CONTRACTOR, and the CONTRACTOR shall keep one copy of
the same constantly accessible on the job site, with the latest revisions noted thereon. The
CONTRACTOR shall be responsible for preserving the Plans and Specifications for reference and review
by the OWNER or the ENGINEER.
3.03 PRELIMINARY APPROVAL. The ENGINEER shall not have the power to waive the
obligations imposed under this Contract for the furnishing by the CONTRACTOR of good material, and
for perfom1ing good work as herein described, and in full accordance with the Plans and Specifications,
without alteration, deletion or change. No failure or omission of the ENGINEER to discover, object to or
condemn any defective work or material shall release the CONTRACTOR from the obligation to fully
04/2002
00700-4
CITY OF PEARLAND
GENERAL CONDITIONS
5.0 PROSECUTION AND PROGRESS
5.01 TIME AND ORDER OF COMPLETION. It is the meaning and intent of this Contract,
unless otherwise herein specifically provided, that the CONTRACTOR shall be allowed to prosecute his
work at such times and seasons, in such order of precedence, and in such manner as shall be most
conducive to economy of construction; provided, however, that the order and the time of prosecution
shall be such that the work shall be substantially completed as a whole and in part, in accordance with
this Contract, the Plans and Specifications, and within the time of completion designated in the Proposal;
provided, also, that when the OWNER is having other work done, either by contract or by his own force,
the ENGINEER may direct the time and manner of constructing the work done under this Contract, so
that conflict will be avoided and the construction of the various works being done for tbe OWNER shall
be harmonized.
The CONTRACTOR shall submit, at such times as may reasonably be requested by the ENGINEER,
schedules which shall show the order in which the CONTRACTOR proposes to carry on the work, with
dates on which the CONTRACTOR will start the several parts of the work, and estimated dates of
completion of the several parts.
5.02 EXTENSION OF TIME. The CONTRACTOR agrees that he has submitted his Proposal
in full recognition of the time required for the completion of this project, taking into consideration the
average climatic range and industrial conditions prevailing in this locality, and has considered the
liquidated damage provisions as hereinafter set forth and that he shall not be entitled to, nor will he
request, an extension of time on this Contract, except when completion of the work has been delayed by
any act or neglect of the OWNER, the ENGINEER, or any employee of either, by other contractors
employed by the OWNER, by changes ordered in the work, by strikes, lockouts, fires and unusual delays
by common carriers, by unavoidable cause or causes beyond the CONTRACTOR'S control, or by any
cause which the ENGINEER shall decide justifies the delay. The CONTRACTOR shall give the
ENGINEER prompt notice, in writing, of the cause of such delay; and within ten (10) days after receipt
of a written request for an extension of time shall from the CONTRACTOR, supported by all requested
documentation, the ENGINEER shall submit such written request, together with his written
recommendation, to tbe OWNER for consideration, and the OWNER shall grant an extension oftime for
completing the work, sufficient to compensate for the delay.
5.03 HINDRANCES AND DELAYS. In executing the Contract Agreement, the
CONTRACTOR agrees that in undertaking to complete the work within the time herein fixed, he has
taken into consideration and made allowances for all hindrances and delays incident to such work,
whether growing out of delays in securing material or worJanen or otherwise. No claim shall be made by
the CONTRACTOR for damages resulting fromhilldrances or delays from any cause during the progress
of any portion of the work embraced in tbis Contract, except where the work is stopped by order of the
OWNER, or the ENGINEER as the OWNER:;s representative for the OWNER:;s convenience, in which
event such expense as in the judgement of the ENGINEER is caused by such stoppage of said work shall
be paid by the OWNER to the CONTRACTOR.
5.04
LIQUIDA TED DAMAGES FOR DELAY. It is understood and agreed that time is of the
04/2002
00700-18
CITY OF PEARLAND
GENERAL CONDITIONS
essence, and that the CONTRACTOR will commence said work on the date specified and will complete
said work within the time specified in the Proposal. It is expressly understood and agreed, by and
between the CONTRACTOR and the OWNER, that the time for the completion ofthe work described
herein is reasonable time for the completion of the same, taking into consideration the average climatic
range and conditions and usual industrial conditions prevailing in this locality. The CONTRACTOR
further agrees that a breach ofthis Contract as to completion on time will cause damage to the OWNER
and that such damages cannot be accurately measured or that ascertainment will be difficult. Therefore,
the parties agree that for each and every calendar day the work or any portion thereof shall remain
uncompleted after the expiration of the time limit set in the Contract or as extended by the OWNER, the
CONTRACTOR shall pay, as minimum liquidated damages, and not as a penalty, the amount set out in
the Proposal.
However, the foregoing agreement as to liquidated damages constitutes only an agreement by the
OWNER and the CONTRACTOR as to the minimum amount of damages which the OWNER will
sustain in any event by reason of the CONTRACTOR'S failure to complete the work within the specified
time. Should the OWNER suffer damage over and above the minimum amount specified, by reason of
the CONTRACTOR'S failure to begin the work when ordered, carry it forward uninterruptedly after
beginning, or complete it within the specified time in strict accordance with the Plans and Specifications,
the OWNER may recover such additional amount.
The OWNER shall have the right to deduct and withhold the amount of any and all such damages
whether it be the minimum amount stipulated above or otherwise, from any monies owing by it to said
CONTRACTOR or the OWNER may recover such amount from the CONTRACTOR and the sureties of
his bond; all of such remedies shall be cumulative and the OWNER shall not be required to elect any
one nor be deemed to have made an election by proceeding to enforce anyone remedy.
6.0 MEASUREMENT AND PAYMENT
6.0 I DISCREPANCIES AND OMISSIONS. It is agreed that it is the intent of this Contract
that all work described in the Proposal, the Plans and Specifications and other contract documents, is to
be done for the prices quoted by the CONTRACTOR and that such price shall include all appurtenances
necessary to complete the work in accordance with the intent of these contract documents as interpreted
by the ENGINEER. If the CONTRACTOR finds any discrepancies or omissions in these Plans,
Specifications or contract documents, he should notify the ENGINEER and obtain a clarification before
the bids are received, and ifno such request is received by the ENGINEER prior to the opening of bids,
then it shall be considered that the CONTRACTOR fully understands the work to be included and has
provided sufficient sums in his Proposal to complete the work in accordance with these Plans and
Specifications. It is further understood that any request for clarification must be submitted no later than
five (5) days prior to the opening of bids.
6.02 QUANTITIES AND MEASUREMENTS. No extra or customary measurements of any
kind will be allowed, but the actual measured and/or computed length, area, solid contents, number and
weight only shall be considered, unless otherwise specifically provided.
6.03
ESTIMATED QUANTITIES. This Agreement, including the Specifications, Plans and
04/2002
00700-19
CITY OF PEARLAND
GENERAL CONDITIONS
estimate, is intended to show clearly all work to be done and material to be furnished hereunder. Where
the.estimated quantities are shown for the various classes ofwark to be done and material to be furnished
under this Contract, they are approximate and are to be used only as a basis for estimating the probable
cost of tbe work and for comparing the proposals offered for the work. It is understood and agreed that
the actual amount of work to be done and the materials to be furnished under this Contract may differ
somewhat from the estimates and that the items listed or estimated quantities stated shall not give rise to a
claim by the CONTRACTOR against the OWNER for compensation, lmless the work shall have actually
been authorized, and performed and material supplied.
Where payment is based on the unit price method, the CONTRACTOR agrees that he will make no
claim for damages, anticipated profits or otherwise, on account of any differences which may be found
between the quantities of work actually done and the material actually furnished under this Contract and
the estimated quantities contemplated and contained in the Proposal.
6.04 PRICE OF WORK. In consideration of the furnishing of all the necessary labor,
equipment and material and the completion of all work by the CONTRACTOR, and upon the completion
of all work and the delivery of all materials embraced in this Contract in full conforn1ity with the
specifications and stipulations herein contained, the OWNER agrees to pay to the CONTRACTOR the
prices set forth in the Proposal attached hereto, which is made a part of this Contract, for the material
actually used and services actually perforD1ed; however, the OWNER does not assume any obligation to
pay for any services or material not actually authorized and used. The CONTRACTOR hereby agrees to
receive such prices as payment in full for furnishing all materials and all labor required for the aforesaid
work, and for all expenses incurred by him, and for full perforn1ance ofthe work and the whole thereof in
the manner and according to this Agreement, the attached Plans and Specifications and contract
documents, and the requirements oftlIe ENGINEER.
6.05 PAYMENTS. No payments made or certificates given shall be considered as conclusive
evidence of the perforD1ance of the Contract, either in whole or in part, nor shall any certificate or
payment be considered as acceptance of defective work. CONTRACTOR shall, at any time requested
during the progress of the work, furnish the OWNER or the ENGINEER with a verifying certificate
showing the CONTRACTOR=s total outstanding indebtedness in connection with the work. Before final
payment is made, the CONTRACTOR shall satisfy the OWNER, by affidavit or otherwise, that there are
no outstanding liens against OWNER =s premises by reason of any work under the Contract. Acceptance
by CONTRACTOR of final payment of the contract price shall constitute a waiver of claims against
OWNER which have not theretofore been timely filed as provided in this Contract.
6.06 PARTIAL PAYMENTS. On or before the tenth day of each month, the CONTRACTOR
shall prepare and submit to the ENGINEER, for approval or modification, an application for partial
payment, being a statement showing as completely as practicable, the total value ofthe work done by the
CONTRACTOR up to and including the twenty-fifth day of the preceding month; said statement shall
also include the value of all sound materials to be fabricated into the work and stored in accordance with
manufacturer's recommendation at the Contractor's fully secured and insured designated area. No
payment will be made for materials stored until Owner has accepted the Contractor's designated area and
proof of insurance for materials stored has been provided. The ENGINEER shall then review such
04/2002
00700-20
CiTY OF PEARLAND
GENERAL CONDITIONS
CONTRACTOR has met all other conditions stipulated herein or in the contract documents entitling the
CONTRACTOR to payment, then the OWNER shall pay to the CONTRACTOR, in addition to the sum
shown as due by such statement, interest thereon at the rate of six percent (6%) per annum from date due,
as provided under A6.06 PARTIAL PA YMENTS@ and A6.09 FINAL PA YMENT@, until fully paid,
which shall fully liquidate any injury to the CONTRACTOR growing out of such delay in payment; but
the right is expressly reserved to the CONTRACTOR, in the event payments be not promptly made as
provided under A6.06 PARTIAL P A YMENTS@, to at any time thereafter treat the Contract as abandoned
by the OWNER and to recover compensation as provided under A8. ABANDONMENT OF
CONTRACT@, unless such payments are withheld in accordance with the provisions of A6.12
PAYMENTS WJTHHELD@.
7.0 EXTRA WORK AND CLAIMS
7.01 CHANGE ORDERS. Without invalidating this Agreement, the OWNER may, at any
time or from time to time, order additions, deletions or revisions to the work; such changes will be
authorized by Change Order to be prepared by the ENGINEER for execution by the OWNER and the
CONTRACTOR. The Change Order shall set forth the basis for any change in contract price, as
hereinafter set forth for Extra Work, and any change in contract time which may result from the change.
In the event the CONTRACTOR shall refuse to approve a Change Order which has been prepared by the
ENGINEER, the ENGINEER may instruct the CONTRACTOR, in writing, to proceed with the work as
set forth in the Change Order, and the CONTRACTOR may make a claim against the OWNER for Extra
Work involved therein. However, the CONTRACTOR shall only be entitled to payment upon the
execution of the final certification and release in a form as provided for herein, and CONTRACTOR
shall approve such certification before the OWNER shall be obligated to make payment.
7.02 MINOR CHANGES. The ENGINEER may authorize minor changes in the work not
inconsistent with the overall intent of the contract documents and not involving an increase in contract
price. If the CONTRACTOR believes that any minor changes or alteration authorized by the
ENGINEER involves Extra Work or entitles him to an increase in the contract price, the CONTRACTOR
shall make written request to the ENGINEER for a written Field Order.
In such case, the CONTRACTOR, by copy of his communication to the ENGINEER or otherwise in
writing, shall advise the OWNER of his request to the ENGINEER for a written Field Order and that the
work involved may result in an increase in the contract price.
Any request by the CONTRACTOR for a change in contract price shall be made prior to beginning the
work covered by the proposed change.
7.03 EXTRA WORK. It is agreed that the CONTRACTOR shall perform all Extra Work
under the direction of the ENGINEER when presented with a written work order signed by the
ENGINEER, subject, however, to the right of the CONTRACTOR to require written confirmation of
such Extra Work order by the OWNER. It is agreed that the basis of compensation to the
CONTRACTOR for work either added or deleted by a Change Order, or for which a claim for Extra
Work is made, shall be determined by one or more of the following methods:
04/2002
00700-24
CITY OF PEARLAND
GENERAL CONDITIONS
Method (A) -- By agreed unit prices; or
Method (B) -- By agreed lump sum; or
Method (C) -- If neither Method (A) nor Method (B) be agreed upon before the Extra Work is
commenced, then the CONTRACTOR shall be paid the "actual field cost" ofthe
work, plus fifteen percent (15%).
In the event said Extra Work is performed and paid for under Method (C), then the provisions of this
paragraph shall apply and the "actual field cost" is hereby defined to include the cost to the
CONTRACTOR of all workers, such as foremen, timekeepers, mechanics and laborers, and materials,
supplies, tnIcks, rentals of machinery and equipment, for the time actually employed or used on such
Extra Work, plus actual transportation charges necessarily incurred together with all power, fuel,
lubricants, water and similar operating expenses, plus all necessary incidental expenses incurred directly
on account of such Extra Work, including Social Security, Old Age Benefits and other payroll taxes, and
a rateable proportion of premiums on Performance and Payment Bonds and Maintenance Bonds, Public
Liability and Property Damage and Worker's Compensation, and all other insurance as may be required
by law or ordinance, or directed by the OWNER, or by them agreed to.
The ENGINEER may direct the fonu in which accounts of the "actual field cost" shall be kept and the
records of these accounts shall be made available to the ENGINEER. The ENGINEER or OWNER may
also specify in writing, before the work commences, the method of doing the work and the type and kind
of machinery and equipment to be used; otherwise these matters shall be determined by the
CONTRACTOR. Unless otherwise agreed upon, the prices for the use of machinery and equipment
shall be determined by using one hundred percent (100%), unless otherwise specified, of the latest
schedule of Equipment Ownership Expense adopted by the Associated General Contractors of America
where practicable, and the terms and prices for the use of machinery and equipment shaH be
incorporated in the written Extra Work Order. The fifteen percent (15%) of the "actual field cost" to be
paid to the CONTRACTOR, shall cover and compensate him for his profit, overhead, general
superintendence and field office expense, and all other elements of cost and expense not embraced
within the "actual field cost" as herein defined, save that where the CONTRACTOR's camp or field
office must be maintained primarily on account of such Extra Work, then the cost to maintain and
operate the same shall be included in the "actual field cost."
No claim for Extra Work of any kind will be allowed unless ordered in writing by the ENGINEER. In
case any orders or instructions, either oral or written, appear to the CONTRACTOR to involve Extra
Work for which he should receive compensation or an adjustment in tlle constnIction time, he shall
make written request to the ENGINEER for written order authorizing such Extra Work. Should a
difference of opinion arise as to what does or does not constitute Extra Work, or as to the payment
therefor, and the ENGINEER insists upon its perfomlance, the CONTRACTOR shall proceed with the
work after making written request for written order and shall keep an accurate account of the Aactual
field cost@ thereof, as provided under Method (C). The CONTRACTOR shall then have the right to
submit his claim directly to the OWNER by proper certification and attestation, on forms provided by
the OWNER. If the OWNER shall fail to payor guarantee to pay said amount claimed within thirty (30)
04/2002
00700-25
EXHIBIT 4
CHANGE ORDER NO.2
ITEM NO.1
Page 1 of 1
Zach Martin
From: CBoone@cLpearland.tx.us
Sent: Monday, April 17, 2006 3:54 PM
To: ghaan@ljaengineering.com
Cc: 'Zach Martin'; Jerry D. Sowells
Subject: Fw: Soli Along 60" RCP ON Fite Rd.
Greg, please respond to the contractor's question as soon as possible. This should be considered as an RFI.
The contractor has not set up his office set, and will not have the capability to send formal RFl's until later this
week. Thanks.
- Forwarded by Cecil Boone/COP on 04/1712006 03:37 PM _
"Javier Ramirez. <jramlrez@reddico.com>
To <cboone@cl.pearland.ll<.us>
041171200610:08 AM
cc
Subject Soil Along 60. RCP ON File Rd.
Mr. Boone
On Friday Aprll14 Reddico preformedsoilil"l\,~stigatiohS on andalongaO"RCPon Fite Rd..Qur excavation found
wet sand at 3 ft above the flowline it is considered By Reddico that dewatering is necessary please revise as to
regarding construction.
RFI # 1
Javier Ramirez
Project Manager
Reddico Construction Company,lnc.
10083 FM 1484
Con roe, Texas 77303
iramlrez@reddico.com
Phone: 936-441-9500
Fax: 936-760-3846
Ft Lt Dt/oJf
'1.0
4/2112006
rU;"TESP A-;
f /' ,____... ____._~___
~' "C 0 R p
May 3, 2006
Mr. Steve Redd
President
Reddico Cons1roction Company, Inc.
10083 FM 1484
Contoe. Texas 77303-4313
SuQiect:
RFlNo. 1~5 Responses
Dear Mr. Redd:
Below are proposed responses to the subject RFl's.
Rftl. No.1;. Contractor may utilize dewatering in accOrdance.with Spec. Section No. 01564 at no
additional cost 10 the City.
RFI NO.2: A Brazoria County Drainage District Detail is forthooming to the Contractor shortly.
RFf No.3: Contractor may move the Proposed 24-inch stonn sewer 2 feet south and adjust inlet location
accordingly. Coordinate the WOrk With the Site Inspector and show all Changes on the as.-built drawings.
RFI No.4: Contractor shall provide a submittal for the Proposed wall construction based on the E!JCample
provided by the City On May 1. 2006.
RFI tIIo. 5: Contractor shall investigate existing ground surface elevations at the lots in question to
evaluate the need for further actions.
Respectfully,
c ~~/1!6.
Cecil Boone, P.E.
Project Manager
Cc: Javier Ramirez - PM (Reddico)
Jerry Sowell- CM (ESP A CORP)
Zack Martin - eM (ESPA CORP)
Greg Harm - LJA
Debbie Cooper ~ eM (ESP A CORP)
7no GRAND B()VLRVATU)~ Surm 100, ROUS'tON, TEXMl 77054
TEL.: 713.600.0080 l'A.."\: 713,680,0738 "l\WW. ESPA<ORP. {X)M
t:J I v fJ1' 0 1\
-:1.n
City of Pearl and
Projects Department
REQUEST FOR INFORMATION
RFI Number 13
City of Pearland Project Number:
Project Name: CORRIGAN DRAINAGE
Contractor: REDDICO CONSTRUCTION CO., INC
Contract Number
Specification Nmnber
Drawing Nmnber
Response Code:
Critical
Xl Routine Date response required: 5/25/06
Information required
The soil conditions during excavation of the 60" RCP required employing dewatering to
establish a dry trench for the installation of the storm sewer. The 60" RCP was bedded and
backfilled using the Detail shown on Page 62 of 72 - Bedding and Backfill for Wet Sand. The
Contract does not provide a payment method for the work and materials associated with the
Detail. Contractor requests approval to submit a Change Order for payment using the unit price
method.
Steve Redd
Contractor Signature
President
Title
May 8, 2006
Date
Response: Utilize Change Order No.1 Unit Item No. 84 to install the pipe using Wet Sand
Construction details. Coordinate with the Site Inspector to determine the required
quantity.
[l t t. >/'- -e..-
If the COli tractor believes the respollse givell requires all argustment ill contract price or contract time, the
contractor shall submit a timely proposal so as not to delay contractor's work il/ accordance with the gel/eral
conditions, Article 7 - Changes in the work.
t:\ l-e t>l\O\\
-,~O
May 15,2006
Mr. Jerry Sowells, Construction Manager
ESPA CORP
7120 Grand Blvd. Suite 100
Houston, Texas 77054
Re: Change Order Request - RFI No. 16
Corrigan Phase III Drainage Improvements
Project No. T71011
City of Pearland
Dear Mr. Sow ells,
Reddico had previously addressed the necessity of employing a dewatering system in
order to provide a stable trench consistent with the Contract Documents requirements for
bedding, installation, and backfill of storm sewer pipe and related work. RFI No. 1
addressed the necessity of installing a dewatering system. Although a written response
has not been received, verbal discussion of this topic occurred during our first progress
meeting. Reddico was verbally told that dewatering was incidental to the unit cost of the
work requiring a dewatering system.
Further review of the Contract Documents does in fact state where the use of a
dewatering system is to be used and how payment is made for a dewatering system.
Please refer to Section 01564 - Control of Groundwater and Surface Water.
· METHOD OF PAYMENT - Unless otherwise specified in the Contract
Documents, no separate payment will be made for control of ground lvater and
sUlface water. Include the cost to control ground water and swface water in
price for work requiring such controls.
Reddico proceeded with the installation of the 60-inch RCP storm sewer as directed to
furnish and install a dewatering system that would control the ground water so that
installation of the 6O-inch stonn sewer could proceed.
· SECTION 01564 3.1 - EXECUTION - GROUND WATER CONTROL and 3.2 -
REQUIREMENTS FOR EDUCTOR, WELL POINTS, OR DEEP WELLS.
Reddico, at the direction of the Engineer, has provided a dewatering system using one of
the acceptable methods given in Section 01564.3.2. The method that Reddico is
employing to control the groundwater is by using WELL POINTS. The system is
successfully controlling the groundwater, and the installation of the 60-inch Storm Sewer
pipe has been approved to date absent of noncompliance notices.
Please refer to Section 01100 - Summary of Work in the Contract Documents. Section
01100 - Summary of Work addresses each Bid Item and defines the scope of work that is
Pagelof5
included / incidental in order to satisfy the conditions of each Bid Item as listed in the
Contract Document's Bid Proposal.
· SECTION 01100.1.02 WORK COVERED BY THE CONTRACT DOCUMENTS
states that "the construction of the storm settler improvements including
excavation, outfall structures, culverts, subdivision wall. and related drainage
improvementsfor the Corrigan Subdivision Drainage Improvements Contract No.
3..... "
Reddico has executed a signed Contract with the City of Pearland for the stated project as
defined in Section 01100.1.02
· SECTION OJ 100.1.04.1 - DESCRiPTION OF BID ITEM NO. 9: 8-Foot by 8 -
Foot Reinforced Concrete Box Storm Sewer Culver, C-J433, All Cuts. Include
Sawcut, Complete in Place states that 1.) Include Costs of
· Furnish box, excavation, materials for pipe bedding, and select bacf..jill
· Furnish concrete cellular mattress materials and slope paving, include subgrade
preparation andfilterfabric as shown on PLANS.
· Furnish dewatering equipmellt alld provide services as directed by the
Engineer.
· Install materials
· Compact bedding and baclifill
· Other appurtenant and incidental work
2.) Measurement/or Payment: Measurement in Linear Foot
Reddico submitted the Bid Proposal in compliance with the scope of work as defined in
Section 0] 100.1.04.1 - Bid Item No.9.
· SECTION 01100.1.04. W - DESCRiPTION OF BID ITEM NO. 24: 60-Inch
Reinforced Concrete Pipe Storm Sewer, C76, Class 111, All Cuts, Complete in
Place states that 1.) Include cost of:
· Furnish pipe, excavation, materials for pipe bedding and select backfill
· Install materials
· Compact bedding and baclifill
· Other appurtenant and incidental work.
2.) Measurement 0.( Payment: Measurement in Linear Foot
Reddico submitted the Bid Proposal in compliance with the scope of work as defined in
Section 01l00.1.04.W -Bid Item No. 24.
Page 2 of5
The Contract Documents clearly state that dewatering systems are inclusive in the Unit
Price Bid of Bid Item No.9. In addition, the Contract Documents clearly state that
dewatering IS NOT inclusive, and is not defined as component of the scope of work for
the 60-inch RCP Storm Sewer.
Section 00800 - SUPPLEMENTARY CONDITIONS of the Contract Documents
"amend or supplement the General Conditions of the Construction Contract and other
provisions of the Contract Documents..."
ARTICLE 2 RIGHTS AND RESPONSIBILITIES OF THE OWNER - SC 2.06 -
SUBSURFACE and PHYSICAL CONDITIONS. The General Conditions of the
Contract have been amended by Paragraph SC 2.06. Reddico submitted the Bid Proposal
based upon the information provided in the SUPPLEMENTARY CONDITIONS of the
Contract Documents.
SECTION 00800.2.06.3 Notice of Differing Subsurface or Physical Conditions: If the
Contractor believes that any subsurface or physical condition at or contiguous to the site
that is uncovered or revealed either:
· 2.06.3.1 - is of such nature as to establish that any teclmical data on which the
CONTRACTOR is entitled to rely as provided in Paragraph 2.06.1 and 2.06.2 is
materially inaccurate, or
· 2.06.3.2 - is of such nature as to require a change in the Contract Documents,
or. ..
· 2.06.3.3 - differs materially from that shown or indicated in the Contract
Documents, or
· 2.06.3.4 - is of an unusual nature and differs materially from conditions ordinarily
encountered and generally recognized as inherent in work of the character
provided in the Contract Documents
Reddico notified the Engineer promptly upon discovery of the groundwater. Reddico
published and sent an e-mail on April 1711\ 2006 in which the subject matter made notice
of those differing subsurface conditions existed, and that dewatering would be necessary
in order to perform the Scope of Work as defined in Section 01100.1.04.W.
The Contract Docunlents allow for a Change to the Contract Documents as provided in
SECTION 00800.2.06.5 - Possible Contract Documents Change and in SECTION
00800.2.06.6 - Possible Price and Times Adjustments in which are stated:
· If the Engineer concludes that a change order ill the Contract Documents is
required as a result of a condition that meets one or more of the categories in
Paragraph 2.06.3, a Work Change Directive or a Change Order will be issued as
provided in Article 7 to reflect and document the consequences of such change.
Page 3 of5
· An adjustment in the Contract Price or in the Contract Time, or both, will be
allowed to the e.:rtent that the existence of such uncovered or revealed condition
direct~y causes a material increase or decrease in CONTRACTOR'S cost oJ: or
time required for pelformance oJ: the Work; subject, however, to the following:
· 2.06.1 such condition must meet one or more of the categories described in
Paragraph 2.06.3.1 through 2.06.3.2 inclusive.
The conditions for an adjustment in the Contract Price and the Contract Time are satisfied
in part and in whole by each of the following 2.06.3.1; 2.06.3.2; 2.06.3.3; and 2.06.3.4 as
provided in the Supplementary Conditions to the Contract Documents.
· Paragraph 2.06.3.1 conditions are satisfied in Section 00800 SC 2.06.3.1
Subsll1face Conditions. SC 2.06.3.1 states that 'those reports of exploration and
tests of subswface conditions at or contiguous to the site have been utilized by
ENGINEER in preparing the Contract Documents
Since the ENGINEER utilized the reports for subsurface conditions, the Contract
Documents provide for dewatering of Bid Item No.9 only. (Section 01100.1.04.W)
· Paragraph 2.06.3.2 conditions are satisfied in Section 00800 SC 2.06.3.2
Subsurface Conditions. SC 2.06.3.2 states that the site condition "is of such
nature as to require a change in the Contract Documents
The quantity of dewatering necessary for the Work described in the Contract Documents
has increased from the 125 If in the Contract Documents to a much greater quantity that
exceeds the limit of twenty-five percentage points (25 %). Therefore, the increase to the
scope of work has changed the nature of the required work as originally defined in the
Contract Documents.
· Paragraph 2.06.3.3 differs materialf.y from that shmvn or indicated I1l the
Contract Documents
SECTION 01100.1.04.1 - DESCRIPTION OF BID ITEM NO.9 states that dewatering is
included in the scope of work for the 8 x 8 RCB Culverts. The quantity of dewatering
included in the scope of work is 125 If. The remaining Bid Items as defined in Section
01100.1.04 do not include dewatering as a component of the Scope of Work
· Paragraph 2.06.3.4 is of an unusual nature and differs materially from conditions
ordinarily encountered and generally recognized as inherent in work of the
character providedfor in the Contract Documents.
The Description of Work as defined in the Summary of Work for each of the Bid Items
do not include dewatering as an inherent component of the Work. Furthermore, the
nature of the work for the installation of stonn sewers do not include dewatering as a
Page 4 of5
incidental cost for the Work. Common engineering practice for payment for storm
sewers excludes dewatering as a character incorporated in the Unit Price of the Work.
Contract Documents previously issued by the City of Pearland that parallel the scope of
work included in the Corrigan Drainage Improvements Contract 3 normally provide for
dewatering as a Bid Item acknowledging that dewatering is not a character in the
components of the Work.
The ENGINEER and the CITY knew or should have known that dewatering would be
required for the installation of the storm sewers and other improvements associated with
the Corrigan Drainage Improvements Conh'act 3. The ENGINEER knew or should have
known that dewatering would be required in a quantity greater than the quantity allowed
for in Bid Item No.9 since the technical data was prepared for the ENGINEER and the
ENGINEER utilized the data in composing the Contract Documents.
In summary, Reddico Construction Co., Inc, respectfully requests that a Change Order be
provided to anlend the Contact Price for the additional work necessary to provide
Dewatering Equipment and Services that are and will be required to install the storm
sewer and other improvements consist with the Bid Items.
The estimated Quantity and Unit Cost required to provide a Dewatering System are as
follows:
· Dewatering for Control of Ground Water
3,500 If
$ 29.50 Ilf
Reddico wishes to request that a written response for the Change Order Request be
addressed at your earliest convenience. Currently, Reddico is pursuing the Work as
directed by the Engineer which includes furnishing of a Dewatering System. In as such
directions are being followed, Reddico is incurring costs daily due to installing and
maintaining a Dewatering System. Your prompt reply approving the Change Order will
be greatly appreciated.
Very truly yours,
Stephen C. Redd
President
Page 5 of5
City of Pearl and
Projects Department
REQUEST FOR INFORMATION
RFINumber 16
City of Pearland Project Number:
T710011
Project Name:
CORRIGAN SUBDIVISION DRAINAGE IMPROVEMENTS
Contractor:
REDDICO CONSTRUCTION CO.. me.
Contract Number
RFB 2006 - 027
Specification Number
0156~~ 01100
Drawing Number
Response Code:
l Critical
X Routine Date response required:
Information required:
Section 01564 -Dewaterinl!: Section 01100 - Summary of Work
Section 01564.1.2 - Method of P avment states that "no separate pavment will be made for
control of ground water. . . Include the cost to control {!l"ound water in the price of the work
requiring such controls".
Section 01100.1.04 - Description of Bid Items No.1. - Bid Item No.9: 8 x 8 RCB Storm Sewer
Culvert. See I-c under scope of work included in Bid Item. Bid Item 9 includes furnishing
dewater eauipment.
Bid Item No.9 is the onlv Bid Item that is stated in the Contract Documents that include
dewatering in the Unit Price Bid. All other Descriptions of Work Bid Items excludes dewatering
to be inclusive in the Bid Item.
The Contractor requests a Change Order for Dewatering of all other Items of Work that require
Dewatering equipment and services. With attachment. vi
Steve Redd
Contractor Signature
President
Title
Mav 15. 2006
Date
~ , __ 1""1-,., _ I r
- ..-, ......
Response: Change Order l~O. 1 was processed to include new Unit Item No. 84 for Wet
Sand Construction.
jr\ -L--
If the Contractor believes the response given requires an atijllstment in contract price or contract time, the
contractor shall submit a timely proposal so as not to delay contractor's work in accordance with tlte general
conditions, Al1icle 7 - Changes in the work.
.... CITY OF PEARLAND
Department or Public Works & Engineering
DAILY CONSTRUCTION REPORT
IREPORT NO:",! f
!.:.5J2UD~
CONTRACT NO:
071011
CORRIGAN SUBDIVISION
PROJECT NAME:
2006-027 -'PROJECT NO:
STORM SEWER jSITE LOCATION:
TYPE OF WORK:
CORRIGAN SUBDIVISION DRAINAGE IMPROVEMENTS, CONTRACT NO.3
REDDICO CONSTRUCTION CO., INC.
CONTIlACTOR:
WEATIIER:
~dy tj:n
PAY~I
I~
JnO
J~
/s,O
'15
,.!f5"
..JB
I<J.
6CJ
c2,
!.to
8p-
B-3
8<./
95
TEMP:
Hlgh
Low
SITE CONDITIONS: (Omrlne)
800
;i()O
D yo ~'1
~
WORK PROGRESS
LOCATION
DESCRIPTION OF ACTIVITIES I COMMENTS
QUANTITY
I~L~.
In~L1J;
132 f...,.E,
'3 2 L t.
1~<II.,f
2 i:-/1..
~ I?H.
30 I.. r
:? II '^, to
frO...j.
BiJ..F.
l.s.h("to{rtULrtJ~UNU..p !:.S. Shrr-t es-
l( To II -W..nd" .S/>.(?,*"
,<il-n. ~M{" 2..q'RcP ss. /-I...J. ...... LL.fntJrl Mill I)-/.~ r~O-68}oj
ft "fv.A-I1C.lt s,. e..,1-v '" /.. ,-1-.::1<<3
~th...'lt?. <( P.rI1rJ/!; 'l- O[5,.tJr.U "tU" SiN' 5wl'. St......'/- Z.1
II J + 2.. 1'1.] i C? 12e/l1tNf'l- tTts J1tJjU)f PlJI1:t,:,J, I;!ld slu:t.<t ~ 'J
Sl/;1.Jt27<1..~t2'1 .J:l1S1btr &I>/c." ;'1 (t t r:J 1<1 /.('l-1<1S- ,hr'c>tZ 1
Sfn.J+2'( ";><f' R, c. f Sln..J'Lor'sJu'L't(!. 'J
l \ IVl/1 (.11 ..c) .fr/V
lSl.tl,/COTo ItB,z 1.)'1' R.C. P Sf"1.'gw\-. .:5huf <{ r
It '(fo l( j)'ell ell . ('.\ f!, tv
5ift
~i4-...
'fl-h -tjl
CI&}JMJ. 'i- /;/"'Ytrrrf Ie'!..?"''' .<;..J..ovlo'
Il ,. II Jt ~ II
. I),. Wh'lerI'HO
*" KfId e
2~5o J...L'f
cr.5<J L f.
7diG t...F.
.y~fTuJ1J.
FORCE AND EQIDPMENT ON PROJECT
IIRS IIR5
LADORFOltCE/SUnCONTRACTORS QTY fins EQUlflllENT QTY IN USE STOny
.J 0 " I? ("P 'R'tU.Wl I /( frt: )-fife f II
()Olf'tii'lir 3 31 /...mc hu- t l(
'/..,.,!JO.., r .5~ C,'!JltJ)(lC tcv' I II
;-~ {(C P 10 rC:MI1 "1. I 1\ Ih'.t: ~e If.2 ZZ
t'JJ9r"lffp..- ~ 3J liJlldt;/ I It
LidJ.:l'" -'J 1'5 CI:'/', VM. to;, t It
l?t'I'k IAlld ItlfY"H"wL I II T5rIc.f< n,p L II
LMn.,...ft'/ . I III
Li.h'li''s </ '<l-<t
LABORATORY ACTrVITIES: L\ [) 'led, "n ~;fe- rflr' da1JI'h~{.
REIIIARICS: 1.7aC(dll/~( Lhs,..f f",,, , s.~17{cl d~.. ( .ral' 510H ..5(c'fit,:.... "t 8 t Ii .ht}'~s ala (7C,II'I'/ (
'i'11J1L .(?;,.. ,(nJYo <:;Cd{j'''''-f./J/SO vf{l.{j 12" S.S, 11;1( ('v.fr"d;/~'-(!F N ('!/utii,c, l,dtfElt /I;/Lt..fl 1 qS-
t I I /,/
SII"'-;Ued:
~'
Coni <tor(Si~
{.//.}L'tr- d',,~
Inspector {Sicn n:L~rinl below_)
JA.;/br.--f Lrlfli.{"'-I/
CITY OF PEARLAND
Department of Public Works & Engineering
DAILY CONSTRUCTION REPORT
P' "tT NO: ''1
D. _. r../z 'flo Ir
PROJECT NMIE:
CONTRACT NO: 2006-027 IrROJECTNO: 071011
TYl'E OF WORK: STORM SEWER ISITELOCATION: CORRIGAN SUBDIVISION
CORRIGAN SUBDIVISION DRAINAGE IMPROVEMENTS, CONTRACT NO.3
REDDleD CONSTRUCTION CO.. INC.
CONTRA.CTOR:
WEATHER:
o Sunny I:Yor,
l360udy 0 Rain
rAY ITEM
1..2-
&1
t.2.
/0. ,
_.~7
5'1
~
TEMP, srrncONDmONS: (Dattibo)
IDgh
Low
Cflf
7l)o
o 'Y<./
---
WORK PROGRESs
LOCATION DESCRIPTION OF ACTIVITms I COllmtENTs QUANfITY
!.;.J.J;:I.f-9G ....""/(1'"11111'_ Ot2..~,J<<t- It "A,>w ~ 'Pa1al' sh~A I/, :: 1 () q',A. ",,,I /"
t .. Tr'l " 'P.......wAlV( ~ ;t)'}ltAIJ CHlvn/t. 11'J9 f( 1\ ../
I<JlI.<lr;) to !.Id'lumc, PhJ,..,t ,tf?,.f",<ltl':Plrtr1-I" ofhe,d.-"7 ;:: '...L'" . vA.
II " Tn II n n.. P J. '. ..."r....J<ff"- '"cJ~ f
sJ.,.,.~+2~ ,'t" g/~t K,.,,/Joir'" o:..hPl?t -cr<t 1.. L..~ f' J
<.t,".cr'1il.;!r' ~ I?~"e""~' .~ :.._....,~ iHkt .<;ltn''f~' .m ,I' OIL 'l!: t::JJ.
",J..!.'~. ~_ A I - .~.t. . 'I ~ ~
-./
---
1,01.-5)
\/
'~1 1(1.& 1.--\-'\ 5i1.t~\\l \'\II:>e.. e-. -:t>\.\..ck ::t.....\.v\.. ~~ \ fp +~ <\1
~ J.~ '2...\.1..< JI\.lt..\\1 '<;:\"",""J.- lI- \f' .
I
LABOR roRCElSUBCONTRAcroRS QlY IIJIS
-n .1 P., ~r"~HIM1 I 10
vi Jl'lb/J/J 9 90
Bnt,ln 'T'. 'If) Tv'k; l/at
(j[Jp.wWf(J/, 3 JO ItJMrr""
'li/],.,Jr <I <t n
I" . , Ilk)" 'fOh' h/1I/1 1 I D
/)0",,(1'1{;/ 4. ~lD
'lhl"P/~ .":? 10
"+ic'Z '7HtIlIt Co 2D
'"[",/P'I- 'Ft;v'P1#tIIf'lltzhNc '1/3 W/1/)
LAllORA TORY AC1lVlTIES, .., t!:c.h I':Jn <:~t'.fo/ dM$;{;".t; ,. CeJfI ,,-ri::b~f(:;
V
JOOIARKS: I'"mtv'c,d"v .en((N It'l' botltllf1l..).'fh Jl3"tl17l./ enl tit (',/)VY~IGl11J,..f.,u L.+. O~'li
-:ENe eJ.. i?tJei:- (()He oJ <''"'-I"
fb'-r
)!
11I-
~ : I
-
I
SUi '\lI:
rr E:A
....-
Q.:, IC.J.(S.Jn t~1- W.."t..<:e........J I \ "-I' ^""J.~J ~1 LF
'-,"I-e.. ~ l?.Ot\!..t......J -L:, \....cWk c.,....." \~.....~'" (I~,,""...... ~::I-ck,
ih 19.).€>1.J... )o+o{, j..~c:;:.. J (J 1.11 t::-IO.-ed
:J.... -0+2.0-10 lo+1l1 I I~J C , 11_.1 .I~. (J \. ~
!i.k. E>.J.'t 1-1.. "2.4-C/19 1 LoJ.. C, .J ee....J j \... O"-+~ U A-
1 0'2-5 LF
\ Ob[ LF
\ 11- LF
FORCE AND EQUIPMENT ON PROJECT
EQUlPMllNT
nns nns
QlY IN USE STDBY
,
:?
10
c.o
"";'ts: Hoe
Dn;;,,-/'"
I f'..o", fJll (."fPr
I
2-
t
1
2L)
to
10
\
~
!,A'J:J1,dt,lZt--
)1~rL~~~cloW.)
Acknowledged:
~?/J
Con dor (Sign nome; ~
CITY OF PEARLL\ND
Depal1ment of Public Worlls & Engln'3eripll _____,..__.
DAILY CONSTRIlCTlON REPORT
REI'ORT NO: II r COmnl\C1' NO: 200&:'UV--- FllCl,IE(~I'N(I: D71011
, 7/.3) Mt.- T\'PE OFIl'Onf<: STORM SEWER J:';" lr:.~,<\l'lO~' CORRIGAN SUBDIVISION
f-
PIIOJECT NAME, CORRIGAN SUBDIVISION DRAINAGE IMPROVEMENTS, CONTRACT NO, 3
--.. -
CONTRACTOR, REDDICO CONSTRUCTION CO,. INC.
WEATIIER: TEMP, SlTE CONn/nONS: (!Jr...!".'
~unny ~In Illgh ~: IJCClH;OMl't ( shot..tJfr
oudy Low DV'..j
~
WORK PROGRESS
PAVITl!M LOCATION DIl5CRIPTIOI" OF ACTIVITIES I COMMENTS QUANTITY
-,/ .<;oJ.l1. Of f<I f;;n,; r!. 'il'llrf.tf In. . " D\J~ 4'", tt ~ Hi/i.
.~7 ."'1h1, f)+/,lJ \-brO -'I( 'eft I( /::1. ~Qq. 7//J -""lvft'f-</3 :!. "
(~O .slit;; \~~ ~<\.~ 'I, M....{.cL, .[~4:1 ~"'Q~. .~ "...), \jC71 L.":;:-
'~ ~r-re ~ N.'<!. \-} r. .O~LS
LJ- f'.n.J.,\Il.-_ ,b';/d,' P.n";;~r... t>~ d F.'lr~~O!1J. CDUH \ ,D.} tJ;rl-' 5 ,q f;V
, l t1,or-'l\e...v.J.
<: c.w,,~ I/e.-. b~c.4 Il~....ro j~ 1. (l. .07;.. I I rd I \ 'l"l- ) ........ 'l--6D c-'f
n .r,,.\ 'd, "'~- J:.' JJ. n-C /I .1, l
~r gl-rt:r ~ ,.' ~lU.ol J.. 'h~b..,(~ ~ u\ ,.." , \t~ U f,.;d l/o?,5 eN
lQ/ c: roof e ~~+b~LbaGo ENtcl-~W?_ flW~:.o.t..tA . 7J '2..- s.'1
I '" c..lkM: r.:>r.J:.fll.ll'v l-. \ 1 ..l
"'fA ';1,6 f2.~"IIe..~ ~""')c;,, ~"'~~"r. "^'A 'I PLW~.r '10 $'J
, ~ ~"""~.~lcJ~ +~1l1A-1. --
[,,1- <; \""-p ",I (f'LI/~f',,~ 1~\L.'lw..,~'-\ r!1 'Ai :\cku-(Q./ '1..\1. s'f
p"Z-A- S\-r6 ~I HM1.le. j>v.vJ.~L... b)t\'J J '35 S'i
In~ .2yre I ~Il ~NA.P eviL: PrQ..\~"",.dui,Ji>~...J.i ....'ll. ~..~..I. 'S'"5-il-F
___.1'4. <~\...,..~ le'\ 17('v ~~~.... r;~JJ', ?-;:-':-..,~-PI/U(.",~.J.t.~ ,Jj.GN.a..J. l/ LF
~ .\f ~b~""'I L~J' ~ _r{) AI .1. h. -...\\. 'h.." .-' s:..\..~ mOp.a.1-/1. s. e- A-
>-
~'~ ~~.Jl/ T :.10. '~q~ <<l.->M,~2 !.J.g..j.(t loi2Z.@"~M-'11 ,
~.tb ~ tlll",\ =.... t\';:L.1. J-l<81- ~c..u1 (J ~ J 11 .1moo -k-. "'2.N"lO,(k+ 13 32 q LF
l lioneE AND F.QTJIPMENT ON PROJECT
!lllfi HIlS
LABOR FORCElSU/lCONTRAcrOllS QTY IIIlS EI)lMMEN1' QTY IN lISE STOny
-;;0 I 'It.V;.(.rf,, ';f, ~r1".w(j#l I 11 ""fYk: Lln ~ , II
I ~ ) n",<trt.,/ .'1 JJ O;'z.pr I (/
'L~( -1 "qq I f)cu:S.((('" ! / I
'tfJ1/;/lC 7-.... ............t1~l I II
/ Li'JiMt': ( A BB
-r ,I ,.A-~ /oh/),-J "':? J3
-
LAIlOIlA TOllY ACT1V111I!S: I nf1 r;,. ~ 1'\1< c;,'.{." -h-J/ dt..llS.l1lt..J n t D;Y.eh ..
......
nl!~IARKS:
~_._- ---........
-.----.--.- -
-----_._---~- --
~_..._----_..._-_.
-------..
Sub~;u"d:
b-/.dJ. c&~
Insprdor (SiBil "ame; print b:faw.)
J[I{i t( I Le"Vta.n,0
'-
~
r/
(I
CITY OF PEARLANG
Departmenl of Public Works & Engineer/nil
DAILY CONSTRUCTION REPORT
\ 'U-'"l.- ._-, ---
nEronTNI~ CON WAn' NO, 2006-027 IrUO"'UTNO' 071011
I' fjb1/(J~ rHEol'\I"OIlh:: STORM SEWER J:.flE 1.0\ .\ lION, CORRIGAN SUBDIVISION
I'h"'JECTNAl\IE: CORRIGAN SUBDIVISION DRAINAGE IMPROVEMENTS, CONTRACT NO.3
CONTRA C1'o II: REDDleo CONSTRUCTION CO.. INC
WEATIIF.II: 'I'F.MI': SITE r-{)NlnnrIN}\~ II)no-ihf'}
~ny ~in IIlgh J!o D 11' (,L
OolJdy Ln,,,
WOIlI< l'IH)(;llI~SS -.....j
rAVITUI I.\lCA'Ii IN IWSlllfl'llllN 01' AI """I~" nl~l^n:NI.~ i}IIM"" n
2.7 If)al 1aff' 'I II (J .{2'!tiJtMJ JJ4T 10ft , -rUIn'! 13 _Ifs U:iJ4,
II I( I( ~/( II II .... II I ( II /3~ (4" 1 ~ 14. ?
21 Sire f-/ I-IP,.. _f{l...hn'c ~tn(, y s].",,,'/-q , 343 L. +.
-
27 _Ot.lT ra((l'11" r<ecoit5f. ()LlI +nff <lu-ft I~ '2-3 'f Ell. r
I( IL II u,j" I( nlit;'~";~Jfi7/( t;hl!'d/~__ ~It:_
_ZI -.Out foil ".L'I <18"ACSP_:;:tm"c,wv. 2.t)'/;,dn{( I~ ~r Ib'1..!( If) J,..t:, s
ko C:><..A-!' 0...11 'F S~ ~..:r~ S<-~ .-./ 1 f}/ .r
Ctw~ t'I:--4(..~ i?icel,'\Jc.."f\ol! - 2-360 Z cY
_I.(-- ('1lI!"~ or.L t..b:4-d..
, <:..La 1A-tlG:>_-+a :s '2-.d:z. D.
--
.5 CO(.,),,~... h-:icl( , \ -} ('''', c..J r-:-.{ .,,....L 'rl\ U ,J..~ J fi c..r","p ~~< cY
:;[, (,'If.it. -~'\~ct,g-k lit-Il J.o s"Z..-=fU)
I
.:J ~.L1E R.~Ii. \4,.... A J- \'\'..(b"r", 'E-.Li~" Q ~4\'Yk~ l<l 5i:fvL c...~
, I I I
70 S. _tIe: FkJ-. ryoh,r~~nC41 Wt.....u D, '},z.5 is
'''1.;1{.- C.:.II()ct<.L Dl.kl.l "lkl ("'-L J. C Ji. .1)..". Co-l~OCM. ~';+c.lt ~.t.;illl Q~t) /.,.:p
-.1 S\-r~ F; \W j:tJ... ~ I ~"" , 1- 37 LF
.Bo ~IIE ~ I".\rt'\u. 1,. \i. - Con; 9C\. l\_d-c~ . 1\ z..l/o'Z..- 5:'1
,
FOHn: ANII J'.(ll1ll'~lI';NT ON I'HO,lIiCT
"liS III'S
L^BOn l'QIlCETSl/llCONTIlACI OilS I} r \' 'illS 1.I}\II1'~'''N'1 I} II' IN USE S 1II0Y
12jf~h .bW#ftlPl I 10 1Y K 1-1,1 1 10
~F()fv/ ~ C/) 1 I'llll':lP'/ J /0
~('1i>>/ 21 SO
I--
-
LAOOllATon l' Aell VITI F.~:
REM^nJ(S: ConJY'(lc;,fo/ ..l2IlJJ.JYd Co ItC.i12L .i~~-J~ .tJiL.1t.T..IM l~ ~J4 I( ,,'f,..~( fossaJy
I~l;(}~' I ____"
------.
.. _.- --"-'- --,-- '. .- '--
-------..
Subll1itled.
^t:klltn\.kdt!-l'<!
L AJ1.ntlLt_
Inlptdor fSi~n mllne: p.illt helm"_l
) A( if /. /... ( 7J!rV1.~
-----
ltl'drll'l["t'!Pl'ujC'('1 "Innllcrl fSI~" iI:U1I\': ,..inll,,'I..,\ I
..../
J1ft-i J~
"
I),
''\
\
EXHIBIT 5
CHANGE ORDER NO.2
ITEM NO.2
CITY OF PEARLAND
Corrigan Subdivision Drainage Improvements
CONfRACT NO. 3
CHANGE ORDER NO. 001
MASONARY WALL ADDITION, & STORM SEWER REVISIONS
SCOPE:
Furnish alllaoor, material, equipment and supervision necessary to delete the
installation of wood fencing from Corrigan Ditch to approximately 30' east of Corrigan
Street and replace with masonry walling, reduce scope of work in rererence to Bid item
71 as a result of deletion of approximately 950 linear feet of wood fencing.
Revise/adjust cUttent bid items 8, 14, 16, 18, 19, 19A, 20,21,22,23,24,25,26,29,
30,31,32, 33,34,35,36,37,38,40,41,49,50,52,60, 61A, 62, 62A, 63, and 64 to
reflect revisions to storm sewer design per UA recommendation. Reduce scope of
work in reference to Bid item 81 as a result of storm sewer re-aIignmentlre-design.
Add item 71A, 82, 83, 84, 85, 86, 87, 8~ 89 for compensation for masonry wall,
Cleaning and TV ofIines, Point repairs, wet trench, Extra C sand and landscape
installation.
FINDING OF FACT:
Per City of Pearl and Ordinance, a masonry wall is required as separation between commercial
construction and residential areas. Due to the commercial construction at Corrigan Street and
FM 518, a masonry wall will replace the proposed wood fencing (as reflected in the contractor's
bid) from Corrigan Ditch to approximately 30' east of Corrigan Street. (Bid Item No. 71) It is
recommended tlmt a unit item (item 71A) be established (based on linear foot) to provide
compensation to the contractor for the installation of the masonry wall. Based on the review of
]V tapes of the existing stonn sewer lines in the Corrigan Subdivision by LJA (Engineering
Consuhant), recommendations have been supplied fur storm sewer lines that require Cured in
Place Pipe repairs. There are approximately three point repair areas identified. Therefore the
scope of work requiring CIPP has been drastically reduced. Using the current unit bid prices, the
cost for lining (exclusive of point repairs) reduces from approximately $355,335.00 to
approximately $13,216.00. The stenn sewer design has been revised as a result of "value
engineering" which resulted in the change of various pipe sizes at pertinent locations throughout
the Corrigan Subdivision. The relative bid items are to be revised/adjusted as a result of
renegotiation with the contractor as per Contract Specifications General Conditions section 6 and
section 7. Per meeting with the contractor. all additional and revised scopes of work will be
performed within the stipulated contract time allowed. Therefore, no additional days are
recommended. The contractor has concl1I1'ed.
MEMORANDUM OF NEGOTIATIONS:
The contractor submitted a cost proposal which includes the contractor's estimate of the labor,
equipment and materials involved to delete the installation of wood rencing from Corrigan Ditch
to approximately 30' east of Corrigan Street and replace with masonry waDing, reduce scope of
work in reference to Bid item 71 as a result of deletion of approximately 950 linear feet of wood
fencing. Revise/adjust current bid items 8, 12, 14. 16, 18, 19, 19A, 20,21,22.23,24,25,26,29.
r I I r::: ,'Y"I I IFl I '
._ c, -{
CITY OF PEARLAND
Corrigan Subdivision Drainage Improvements
CONTRACf NO. 3
CHANGE ORDER NO. 001
MASONARY WALL ADDITION, & STORM SEWER REVISIONS
30,31,32, 33,34,35,36,37,38,40,41.49,50,52,60, 61A., 62, 62A, 63, and 64 to reflect
revisions to storm sewer design per UA recommendation. Reduce scope of work in reference to
Bid item 81 as a result of storm sewer re-alignmentlre-design. Add item 71A, 82, 83, 84,85.86,
87,88,89 for compensation for masonry wall installation. Per review. the contractor's price is
fair and reasonable. A reduction of$349,632.50 has been applied.
BUDGET IMPACT
The net result is a decrease $349,632.50 to the contract. The revised/new bid items are proposed
as follows:
Revised Revlsad Dill
Illd Unit Bid Re~ UnJI Conlract BieHn
lIemll lIem Unit Quanlty Price am".nl Quonhy Price Prire COlltract
Drnlnage
Items
8 5x3 Conrete Boll Culvels Linear FI 335 $ 133.2il $ 44,622.00 0 $ 200.00 $ $ (44.622.00)
14 24' RCP SIIlITll Sewer Unear FI 3120 $iS7.:20 $ 2lIa.664.DO 2lI54 $ 90.00 $ 255,860.00 $ 41,19aOO
15 30' RCP liIIear FI 385 $ 82.10 $ 31.608.50 2070 $ 109.00 $ 223.560.00 $ 191,951.50
18 JS'RCP war FI 2365 S 105.75 $ 250,098.15 2249 $ 140.00 $ 314,860.00 $ 64,761.25
19 42' RCP linear F! 1130 S 124.20 $ 14Q,345.110 237 $ 165.00 $ 39,105.00 $ (101.241.00)
191\ ~2' ACSP Unear Fl I S $ fiT $ 146.25 S 9.798.75 $ 9,1B8.75
2fl ~O' RCP linear Ft 300 $ 142.50 $ 42,150.00 280 $ 187.50 $ 52,soo.OO $ 9.750.00
21 48' ACAP Linear Fl 35 $ 210.00 $ 7,350.00 36 $ 280.00 $ lo,DBO.OO $ 2,730.00
22 54' Rep Linear A 180 $ 100.00 $ 2B,BOP.OO 1185 $ 212.50 $ 251,812.50 $ Z2:i,012.50
23 54' ACSP Unear Fl 40 S 155.00 $ 6.2ll0.oo 0 $ JOO.OO i $ (6,200.00)
24 60' RCP Unear F! 2850 S 268.00 $ 763.800.00 l365 $ 375.00 $ 511,875.00 $ (251,925.00)
25 2& 5J8 mil Pipe L&lcar FI 150 $ 169.00 $ 25,35ll.00 150 S m.oo $ 33,750.00 $ 8,400.00
26 221/2 AlCh Pipe UnearFI 30 S 137.00 $ 4,110.00 30 $ 182.00 $ 5,460.00 $ 1,350.00
29 lS'CIPP UrlesrFl 7$ S 207.00 $ 15.525.00 0 $ 207.00 $ -. $ (15,525.00)
30 10'CIPP Linear Ft 2445 $ 65.20 $ 159,414.00 0 $ 300,00 $ $ (159,414.00)
31 24' CIPP Unear Fl 290 $ 110.00 $ 34,220.00 112 $ -475.00 $ 53,200.00 $ 18.980.00
32 35' CIPP Linear Fl 435 $ 124.20 $ 54,027.00 0 $ 600.00 $ S (54.027.00)
33 .f8" CIPP Linear FI 505 $ 232..90 $ 111.614.50 0 S 800.00 $ $ (117,614.50)
34 Type 'A'lnlets Each 12 $1,250.00 S 15,000.00 8 $ 1,750.00 $ 14,000.00 S (1,000.00)
35 Type 'E' Inlets Each 4 $1,730.00 S 6.921).00 3 $ 2.000.00 $ 6,000 .no $ (920.00)
35 T renth Inlet Linear FI 60 $ 185.00 $ 11,100.00 0 $ 250.00 S S (11,100.00)
37 Type 'C' Inlel Eacb $1,560.00 $ 78,000.00 43 $ 1.560.00 $ 67,080.00 $ (10.920.0o)
:lB Type 'C' fo'lolel Esd1 $2.750.00 $ 143,000.00 21 $ 3,950.00 S 82.950.00 $ (60.050.QO)
-40 Type"C' MH 42' - pipe Each 34 $2, 170.00 $ 73,780.00 -43 $ 3,150.00 $ 135,450.00 $ &1,670.00
41 Type 'C' MH 48".. pipe EacI1 22 $3,970.00 $ 91,340.00 10 $ 5,600.00 S 56,000.00 $ (31 ,340.00)
49 Plug and FftI 18" RCP UnearFI 1060 S '2.00 $ 12,720.00 1200 $ 12.00 $ 14,WO.OO $ 1.680.00
CITY OF PEARLAND
Corrigan Subdivision Drainage Improvements
CONTRACT NO. 3
CHANGE ORDER NO. 001
MASONARY WALL ADDITION, & STORM SEWER REVISIONS
so R& 0 1S'RCP Linear Fl 3!lO l 12.25 .$ 4.m.'5{) 410 S 12.25 $ 5.022.50 S 245.00
52 R&D24'RCP liIIear Fl 75 ~ 15.00 $ 1.12S.00 200 $ 20.00 $ 4.000.00 $ 2,875.00
60 Trench Safely Unear Fl 11610 S 0.50 $ 5,BllS.oO 11~O3 " 0.50 .$ 5,701.50 S (103.50)
Paving
61 R& 0 wling Pavement SqYD 13800 $ 3AO $ 46,920.00 1500 .$ 4.00 $ 30,400.00 .$ (16.520.00)
61A R & 0 Exlsllng Asp/Ian Sq'iD 1100 $ 2.45 .$ 2.695.00 510 $ 2.90 $ 1.479.00 $ (1.216.00)
62 tr Concrekl SqVD 13800 $ 43.25 $ 596,850.00 1600 S 47.50 $ 361,000.00 S (235.850.oo)
62A 2' HMAC PaY8men! SqYD 1100 S 24.85 $ 27.335.00 5TD .$ 28.00 S 14.280.00 $ (13.055.00)
63 6" Concrete Curb Linear Fl 7115 S 2.60 S 18,499.00 1000 .$ 3.00 S 3,000.00 .$ (15,499.00)
64 Saw Cut Unear Fl 3500 .$ 2.50 .$ 8,750.00 11200 .$ 3.00 .$ 33,600.00 t 24,850.00
Ioflscellane
DIIS
71 6' Wood Fence linear Fl 2725 $ 24.00 .$ 65,400.00 1775 $ 30.50 S 5<1,137.50 .$ ( 11.262.50)
71A 6' Masonry Wafl Unear Fl 1 $ .$ 950 $ 95.00 S 90,250.00 .$ 90,250.00
Supplementary lIems $
81 ReCol15truct Drivewayi Each 22 $1.750.00 .$ 38,500.00 10 .$ 2.450.00 .$ 24,500.00 .$ (14.000.oo)
82 Clean and TV 24'. Unear FI 1 S $ 2392 $ 6.00 $ 14,352.00 $ 14,352.IlO
B3 Clsan and TV 24-.... linsar Fl t $ $ ~o $' MO $ 7,520.00 S 7,52Q,oo
54 Wet Sand CoR5tructlon Unear FI 1 $ 0 400 $ 29.50 $ 11,800.00 $ 11.800.00
85 EJdm Csand TllIl 1 $ .$ 200 $ 18.00 $ 3,600,00 $ 3,600.00
86 OuliaU '0' Poinl Repair lS 0 S $ $ 4,500.00 $' 4.500.00 $ 4.500.00
87 OulfaU 'L" Point Repair LS 0 $ $' $' 3.500.00 $' 3,500.00 S 3.500.00
88 Outfall. Me Point Repair LS 0 $ $' $' 9,000.00 $' 9.000.00 $' 9,000.00
69 Ulndscaplng Allowance LS 0 $ S $11),COO.CO $ 10,000.00 $ 10,000.00
$3.180,016.25 S 2.830,3!lJ.15 $' 1349,632.5O}
The Period ofPerforrnance of the Contract is not increased as a result of this change order.
Original Contract Amount. $4.093,021.00
Previously Authorized Changes $0.00
Amount This Change ($349,632.50)
Total Changes to Date ($349,632.50)
% OverJUnder -8,54%
CITY OF PEARLAND
Corrigan Subdivision Drainage hnprovements
CONTRACT NO. 3
CHANGE ORDER NO. 001
MASONARY WALL ADDITION, & STORM SEWER REVISIONS
Submitted hT- C ~ d kl1&
Cecil P. Boo , P jf., Project Manager
dr~(
Date
Concurrence:
sJ 22-/0&
Date
Concurrence: ~ ~
Steve Redd, President Re dieo
5J~~
Conc~:~:t. ~i.;n ':oJ ~(a/>j
J ertz, Pro' s Directo Dat I
CITY OF PEARLAND
Department of Public Works & Engineering
DAILY CONSTRUCTION REPORT
REI'ORTNO:/4 ICONTRACTNO: 2006-027 IPROJECTNO: 071011
DATE: <4IZ7!OI, lTYPEOFWORK: STORM SEWER JSITELOCATION: . CORRIGAN SUBDIVISION
PROJECT NAME: CORRIGAN SUBDIVISION DRAINAGE IMPROVEMENTS, CONTRACT NO.3
CONTRACTOR: REDDICO CONSTRUCTION CO., INC.
\VEAmER:
DSunnv
G!ooudy
rTEMP:
ry High
~In Low
SITE CONDmONs: (D..<rlbe)
%P
5Jo
WORK PROGRESS
DrY
-...
PAY ITEM
1<1
:.:></
3<1
LOCATION
c:4t-.. .~ .1..'....- ulLoa
.C:+h. ...... ,...........
c:... ,., 1<J.b:> C'
DESCRIPTION OF ACTMTJES I COlllJIIENTS
QUANTITY
. /2.() L,+.
1 J2 L..:r.
11:.!4.
i C:~'1.13+'i 10 '''Ire,;
" 1>f.<;? J" 1'tt~1'
2<l..Uf.l'if.l1..C;....MQr Sh+- 3 ~
klJ" (, I. " I 'Ckr!;1
'T\I~\I"r'illf~tJf.a05" "~<1..~.S tJ _~M ~5
" ..
4-11,,) '" ...... f /" ~ f _Chr.jtu /it. 11 t
I Rtll7/fJ. 8~' ./ nlS-o .$171;] II ../.s.' t2f CI7.r1c(,.u
f~n,., ~ If/]. 4f.~.:!! .f../-. IJ~ c411. :r'hPn
lwwfA <d~'(
It tI
J.?t'J L. +.
Ii,'> L.:j::.
~D
~/")
A,q
b~
... 4-.
" . rw..
, ,lOt.
~t'k. Pr.
Sbld Crit ."iklP+ 53 1:'.':1_ f1 J L~"'E!. {..n ,. 1\ 781.." F-
'." Ie ~2:L:\\ .,,-(I..~l4.f'l3tltl~IJ.D.1 78L..J:...
FORCE AND EQUlPMENT ON PROJECT
LADORFORCE$UDCONTRACTOns
Qn' IlRS
EQUIPMENT
Hns IIRS
Qn' IN USE STOny
?<Ill .C;..C: :Jnrl"lJnU / If irrYk!-be ? ~2.
I.. bl""Clf,,/.5 -<{ -<t4 II)(]du' , lC
'LAbo/"( .r; 5t:i' J(,.,t'ic UI)(t , II
.<IJM,,," I It TJtZtr /Rt:>/~y 1/1 a/ec
+i+t k'd. :;:- I /I -r.- k l-lM I II
DPi'm r,,/ 2- 2.Z- laMi'''- I II
':.t., bol ( <I .q.q DJ"JZ.u. I II
..e 22-
i c=.,..\ I'u.:l-l,:,~ F .I.~.J/{ 2- 2 z.. 5h,"';' 2- ea.
./
LABORATORY ACTIVITIES: .11(, -r.;e.l1l:JtA ~,'/." .f,,/ J ".,. 2"111 C. ~. cL /../'p
REMARKS: S,*, YO .e.-.NfnH COIfC-UllfliC ~(t;" lJ/~ft r7tYJPfI'Ic/
Irl.:5M"A..:. ./ ,/ / I I ,/ ,/
.J..;'t:, 1~;n1~ )j t . '.L ,'1r"v
./ I
Submitted:
t!. ) J.l. ,/},.LIL--
:Mm: (L;;rz~~1 bcbw.)
CITY OF PEARLAND
Department of Public Works & Engineering
CAlLY CONSTRUCTION REPORT
REPonT NO: 11
DATE: <i (ae/t>4>
CONTRACT NO:
2006-027 IPROJECT NO:
STORM SEWER -rsITELOCATION:
071011
CORRIGAN SUBDIVISION
PROJECT NAME:
CONTRACl'On:
\VEATJlER:
~
PAY ITEM
,-<I
2~J
-fl~
..~
.0.</
104
&>1
k"'l
-<
~~
1
.p.
<t.
79
~
I.""
.s;o
TYl'EOFWORK:
CORRIGAN SUBDIVISION DRAINAGE IMPROVEMENTS, CONTRACT NO.3
REDOICO CONSTRUCTION CO., INC.
~n
TEMp:
High
Low
Or"
SITE CONDmoNS: (Doserlb.)
7{)O
~o
WORK PROGRESS
LOCATJON
DESCRIPTION OF ACTIVITIEs I COMMENTS
QUANTITY
1<1</ I_J;
c:v: L.-t----'
dAo':> I .T.
) "'"'.i1',,, 7"
~4/_ I.:J:..
I ?<I/f( L "7
p;;>;;;./
.::>/P l.:J:
<JZ L 1-
es-..if"J.,.;J::
(/Jam
:' lijlf.
3"1,. f'.. v.
1~ ..C J
7~ I>'
l<l<l 1..+:.
'U. L f::
.c;J,n. 1<1""5(., I,., IL. ~ 1><1." e ....."P. ~.. c:. ~~..l... ~ ~
:n-n. 1t:"+J'l r '/"rl' -e--. c. p ~.r; S"kJ,.. 51
Id ..... ,<1.......... L<;nw ~1:f-'/ '- ',- :d/~n S"hk cJ.l- If CJ
It 't" It L( U C""l"t a;;:Furl,-"_ <:;.'{.P$M-s't1--lflf
C'JJJt,"f,;CiI; Jl:u.\rJtf"&l>l'f'sb.K 11'- 1I't
.-1._ "".,'''~9':'t.:::>' - -...... ~"Io...fAu l"'oA"~kkZ~....1..lf
/' .;- ]..., 1...",,, !VA t't r."t- So h.-t-<1..'1 _ 7.. 'I-
_I 1r..'u11tNtJ 'niJ/~(,t1iillt. ''r.II~''''''lU'(S~ "e,
....~ UU"O ''/~-./IJI: ~h~ I r.,1t" $/0,.... '?S
.\ I 'n'fMrJlm em~r C..d'- ~ h{.. "5&
"" ...:..~.
<:1"1€
C&"'f'I'?19~- .oJ
i.C;-kr. Itw r.. ''''-L~'''
( :'-(M-
< ,""'-e
fl". -.. ~ ..... "...."'...~
tl ""--:;;m /'/\ t!>tt:ll
~,;, S,d/L
I, D:4,.i, 7"cn'Jt./"/x-;>':::t.l;NHJC'.*":?7
"[;;.lJffJir don't"", I
<;:.J.-, Pw-lNl'a1iov...
h,HuL '(~.e-l-,", ('1-lf"Q.c..r)
" "I? leo\' v.cp)
FORCE AND EQUll'MENT ON PROJECT
HRS nRS
LADOn FOI{CElSUBCONTRACTOllS QTY nns EQIDI'MENT QTY IN USE STOny
~u .;.< '"". I 10 j",k, /:1M .:>. ~O
.... -'-".. -<1 "f0 n /1;':::1" I It>
II ,.I.~..r 7 70 I IJtrdl" I""' / II
..s II l1. "'" I ID RhI/f-r' I II
I LII'(". ~ ;;:; (I'NMA I /0 r.:.J.: ,t.ID' / /,
{)~"htrJ/' 3 3D · D~.;-r l 11
J ,.. hll/r .<J <If) 1?IJUt:,r I II
':{JOlT M ,'-u ? 2fJ J;'~f'''' I II
<:;'11.' I".,'t I'"..~ fh;;; f}1J,,.,d;i;~ :2. ;> () Saw i?. It;
I
LADOItATORV ACTIVITIES: J ,Db --r~h bo'l s,'-f,..t: . -'. .L' "f ~" ct. 'fr/..n"
REMARKS: c;,}W C,rH",~r. l7f (j~iI;(t# 1,)1'11 .c, ,1 J.' yu
,J I
Submitted:
w..Ji~ 071&
luspoetor (Sign Dam::; prinl below.)
J,J i (\. Ld:I{d,.J.<. L
ACknOWledgt J I _ ( M DWled~ ~
r _ I A . 7~ l 1 A. _ -,,"j~.....L..
~,;'M.:ZP;"'''''' (t"..~-...,...=
CITY OF PEARLAND
Department of Public Works & Engineering
DAJL Y CONSTRUCTION REPORT
REPonT NO:""16 '1~
DATE:!;lJOJ() (,
pnOJECT NAME:
CONTIlACTOll:
WEATHER:
DSunny
~udy
PAY ITEM
-40
<17
7</
2/
I..n
79.
-'i
.(
1 J
24
A
-({/
"'l/,
t.2J4.
h<l
CONTIlACTNO: 2006-027 IPROJECTNo: 071011
TYPEOFWOIlK: STORM SEWER ISITELOCATION' CORRIGAN SUBDIVISION
CORRIGAN SUBDIVISION DRAINAGE IMPROVEMENTS, CONTRACT NO.3
REDOICO CONSTRUCTION CO.. INC.
TEMP: SITE CONDITIONS: (Describe)
Dory High S'Oo .L. f
[3fu.ln Low 7n 0 ) ilL.,+- I.JYJ /J"f4{~r:. r.;/r". 9~,..~ f,
WORK PROGRESS ./
LOCATION
DESCllIPnON OF ACTIVI11Es 'COMMENTS
QUANTITY
.C::.J.D. JH(~ ki,."....r." D-<U). U..,LWlx.. ~,,~"* 4-Cf
Cc) bHi"; JI1; i I .~ t. o. , 4 I , t!'. . .,r.1 /. I /':></1( r:." R c P
Nt) Pnu ';".J.~... <::.1......4- r;J.(/911(',.J. '/.""-
Nil,." -p,,,',{ {:,'I" u",.f<<V' r-hr;;; 7;! <17
I~- RJ. n I . )'a '. .~,u ,,1;4-~/" i'f'I'!t-/a.{
.-;.1.,7. ?+R7 <jA" JUt; P n rJ- -'n' J.
Cl -r;rll'e'" Cl.P.. I-v /
T",/).f!$r ~)Mwlf TWJ.M,'t' CtJtrf..-n{ p(OI1
stu. UNliT" c~-t.JI.I ~{'JY'r't' .....~ J):L.'. 32!iJx p'J/ ,,,'
l\ fOol.'r ~. 11/ II .sJOt:lt.5 132 I I
S;.{.F .s;4, r;;v~OO,t>fiuJi..
r<'Oc-l>ft:lJ1(( 1'UJt.tt'PJ'-f --~,;..." "',... bov.etAille,.,!:c A'k p.,'
r. I. i ~J/ Rd' 5.S. _"J,,.~t oJ-..1O ",,/t:"UQbH..1
L ''I- / /
:Fife i<d Ixo~Re(P n./".( ~t}tht'f'"f if",? s: I-..-e...wt- >3
f.hr.~/'I1'f :n~, !/Jtv2.I-r.r"'I-~"1.0ff. 0->.9 <;..j.,,;"'f</Cf
<;i-Zl. l{'82.J;~'p,.c"fJ(11-1 Ll- 29 .sJ.,pt_t"l'i
F::k eJ -r' I 1\ .A ~I''' , (!J",;;[;f' q.1", ,,'tn/1r1; .'1/ lI't +rf, ItJ ,,(.
\\. - II " II /( II
5i~ c,.,. 1'.rI-
FORCE AND EQUIPMENT ON PROJECf
J t= 14.
PRI..+.
/7/"J;" 1... "F-. --
J.1 L. 1=.
II~ L.+.
.25 L.~.
,?q L CtA. lid. .,/
T7 Jl.{ r;~. ~/cls .,/
./. I... s'
I c ...:r.
,1;' L. j=.
....-
o.y-
....
...-
,.,.,
"'j--
S j.., f * ,/
iE-it ,/
1 ~/~
ltu,ln..Y.., yJ ....-
Jl..ls.t:/: I~"/ -
i q,litlf.r:L.:r. __
LAIlOR FORCElSUDCONTIlACTORS
rtt.d'l'r t;;f'......h "'~
L9 JOh'rdd/
t.!.,)~/, .J
'R,.kWJu( :[;,ro1dK
-',.-
ILnb-;~5
QTY HRS EQUIPMENT
I ~ -;'k. u,,;,
'1 2." ~1Y(ty"
'<I "{;? I ',.,.., "'At.. ftJr
I J! };k liutr
2. J {.. I "od,f'
</ 3'2..
HRS HRS
QTY IN USE STDDY
I ~
I II
I II
I "
I II
LABORATORY ACTIVITIES, III b + ~"14 sN..!' /!,;/ d'Ju,' {..!d
REMARKs: JJ.ar,.! ,~'M'v r,., ,~tI14'''''f'AI,.'/.P/~fI.F ~&/'c:fWt. d ,1.1 ./, '.<;'/)1/,( t:~Y' '81-1--
n+ U(Ul1O-<JfJ: ("{m ~ \"A~':" at;-: LI",;,d'Ml,)t;,/A.. L tJl>tmp...,tIf.'j()ncl WM rJu.1
rrt.<JfH TdIJ~,+ '
IA).JJ. :tlk--
Inspector (Sign .....; print below.)
)~i ((. Li31~kc...
Submilted:
Acknowledged:
Nof- A\l~\t.ll\f
Contractor (Sign nalllO; printlx:l<Jw.)
J 13
CITY OF PEARLAND
Department of Public Works & Engineering
DAILY CONSTRUCTION REPORT
REPORT NO:StJ
DATE:&,./gp ttJk
PIlOJECT NAME:
CONTllACTNO: 2006-027 IPROJECTNO: 071011
TYrEOFWORA; STORM SEWER ISlTELOCATION: CORRIGAN SUBDIVISION
CORRIGAN SUBDIVISION DRAINAGE IMPROVEMENTS, CONTRACT NO.3
REDDICO CONSTRUCTION CO.. INC.
!mfP: SITE CONDITIONS: (Describe)
ffip 'TO 0
Low 7 tJO
CONTllACTOR:
WEA11JER:
~:7y ttrn
PAYITl!M
b2.
In I
162-
I. ,
/. ?~
I. I
~
y--
~
4-
5
1
/Cf
R,O
~l.}-
WORK PROGRESS
DY'c.(
"
LOCATION
DESCRIl'TlON OF ACTIYITIES I COMMENTS
QUANTITY
(.,'Il!Irilill1.'HJerl1,c 0"".,,1 t"':' r.i9rtf. PrtJ/,..JHt. _L .4-~.. Tbtal r(dl{)-U" Pl'l+dt = I~I !,Q. vel. v
~h. ~I'- I" ::t~ t;fl I k'oI01l1'4-01:S~".f"" Ai l!~id;lI( 17".."'AIt't '/;'f fl I(
II\lrdtol'\ fl,veT L."Ulnc.. 'Flzu./m[ ~he'(1t27""'";~fk7'.:-.qI)/.~7 '" <1S'1f II
l'ifn. ,'4-2'7'12, Df71 ;<01".... '1 A. .. .......; rJ(j,I(!X+ '~/I; If II .-'
I/..oHJV.ar"'lt 4,.-;;in;+v ~"Cl';It~ T'tr;J~1<-ft .L ~~ "1O+4( el.". ~ u.+~h '.I: ';>Q 5/.. vd.
<:J.n.9+0109i-9t''' -. ~f1.'.L.~. ~9 fl It
.s ITS g,';k ?r~ '- l\ ./ t 0.05 IS
~IOHSk(~+B'Z- Corr~oc..... ~';L.L~..,. 0.. gc,,1'x.ID\xl.5 I Lte'Z-.e.V
-:::. \ s~ fJo5 c.P .;. 1.. 7 = m'11 1..rJV \\g~", ~ I
>+o..le-l-I$.J.<l I'OHI2- ~.{,~ ~{I~u.....".J.Bl(u"'I" J hN.I ~ 1 fICtc-eJ::J:M LIfO?.. cv
I' .....,.,,\~ b~'\"":\.i lfWL (,v ~ S'.t.Il!.. ~ l}- evk"'e... Cko(.oe.J-!< \
~ lOftS*' 1&HJ1- 1'~"''''~~CAof. b':t.-.1. " ,,\ Ifg"(1){J,S')(IIJHO.5)(3'XJ'J 193 cy
1{2{.,1'JJX'2-nM == ~ z..O'2.c.~=- l'1scv'. $ki-n ..o\e 3'<\.bo"'(...\"'~ ol1.e...J...! Jl".. \
$4.D.. )o.j-\S'i-o \~w'Z- l"r~.i.,A. eOlMo"...I- '~<>AI'1. M...LA.J flc.tol :G.. l q3 c.v
I fa,....\., , c.... bo':i-..l.. \t"..U. o::.),.\, .( \::>""1\ I
~.j.qID+\5'-1o IB+e1- o. II""",-U ~~"",e. e:.1 , ~I IQ-l, qBHm - fc,"15 c.v
~ l-rc: -r.......p<:,(. r.n..L-.\/l"i....... 1:.. .'1.,....,t\.... F(M<A.V\ fl.2-S:i..S
Ifrre U \l\irlr,-.. ,."",\vlt 13.'l1f) .5.'1
L''-J""q(,)..,1t A 1 I" \ ,e.'oJvL,.., c. ov,oJ r",,*- '2-D130 LF
W~... 4, 'f( I. .'1
0-/"
---
,./'
./
FORCE AND EQUIPMENT ON PROJECT
QTY nns
IIJIS !IRS
QTY IN USE STUDY
LABOIl FOIlCElSUBCONTllACTORS
-;.g,te~tt111 J I (J
Inb.tf;j q qo
"t"t't'hfdl1 f I () RtI(,k I-Io~
C;ph"l1f{)/ '1.30 lLl/.l.Ard
lnbrN 5 <1-<10
Covr:(!IIu1};f.d,/ J1!Jrt'"Hltfl"t h-k HrJe
f 1I1IM,'; C:J/?'t'tdtJ/' ?/<I!Jp/<i1il D{)Zt!'r/eoJrl/l!lM..1o/
-:fllJ//)#olt 2.... 20
:fi?t1"fH il JI1 I I D
/(\ k>/c < :If)
LABORATORY ACTIYITIES: -r;;;h t'Jn c.'I?- .fh, ~'
!iJ w/tC:
/
ur."
-Gr/pr t'..I'IIW
EQUIPMENT
\
l
JO
I"
~ 2.0
,I( I~IID
-/ ' oS ,.. fA It I'..-C:cdr;"{J
J
IlEMARKS:C{)l'r/O/)H D,1rJ1;t"f'J'1fv<llf>lt....e:1I.,;c:. JJ')I J.U Wl'tlt c.Itztf~.'1I f'COMvJlze.'flnc
M'..uEeI1 4'-(.fe.e..L 'A khck/cind dlt:n ,../yjrr-';Ic. liJ9 s,'h 1f Vl;~ll5 I/Jc.Qi/~1A V
oJ (
Submitted:
Acknowledged:
~ ~~~
Coot . dor (Sign name; priu .)
6,);J9..oI}iZt----
l"'Peelar (SillJ1 D.al1Ill; print below,)
N1.ill Lt: J5{a /Lv
\.
CITY OF PEARLAND
Departmenl of Public Works & EngIneering
DAILY CONSTRUCTION REPORT
REPORT NO, tit)
DATE: 7lJ~ltJb
PROJECT NAME:
CONTRACTOR:
WEATHER:
~unny
DOoudy
PAYlTElIf
7(,
&.>3
76-
7~
k3
~
II
'/~
~~
I"g
7t.
103
fglP
5'5
CONT/tACT NO:
2006-027 Ir'I\OJECT NO:
STORM SEWER 1~ITELOCATION:
071011
CORRIGAN SUBDIVISION
TYPE OF WORK:
CORRIGAN SUBDIVISION DRAINAGE IMPROVEMENTS, CONTRACT NO.3
REDOfCO CONSTRUCTION CO., INC,
~in
TEMP:
High
Low
DY'''f
.
SITE CONDITIONS: (lJu<T1h_,
cp
1!i)c
WORK PROGRESS
LOCATION
DEScmPTION OF ACTIVITIES I COMMENTS
QUANTIIT
MDtI" (',,~ f",nc;;'1' .t,.'( (ill("{ /1) I brJfl rJm ,,"/ t-
Cflr''l'rru>u D;.(.~Cl +'~M .s.{.iJ/?O+tr III C!3+ 7&.
,... J..... "4-CaJIf!1tJmdt/.
J ./ I /
Il'Hf'lt,./t.l'_1. il<J."<jMn.d.11-- "..L.A"Tota( N'ts'~/'r.{t' -= //."t, 5.+.
I, It I/"utlly.b' n--q9't1 ,.(., =.~9L::;:::
6i'tJvdol'l9' CHlJtrl" ",t'l SICk Walk.;,,,,,.,,'f 'CfR Mtl.( N.'t.S,~,'d,. ::. '0"'1.5,';:':
1?<<kJdwJ 4- 'I <I' n II </ -q 7 II N. J,',.}" = I/, b ' I
CDHult:Zs4 L,1l c",..b shu.t 23 in curve Dhdswcdl?' :: <1;:1 L +.
r'.t:JIttdt'll1 ~ &I'r/{/()M Ai" II t;Hi't!T 2</ hM,Ait7lt1 trJ1p}i? =5'? II
<lit t-C.iJ('r/allh I,;' <I A . shnt 3.3 'k:'f51~/r.>c1f;?t I = </b Ii
II II ' <r".$ldtfWI)(l<. e.1t l<(h)((..he-~tjJ 70t,.,/ ~ 1/</fJJ S.-F.
l/.e-cJtlr1. /?,'V"y i,1'tt.J.yb n+ ')C~/HCt sheet It-. J^L~. ~/~/", '1oft'1l "- $8 /....h
Jpc/,uHft,'II{t'fl.U-rJfFtf ,&,IJe.uvb .5~'t1l., N,f<s.r,;..r" '!Ofn{ .:: 3'> 1/
.. -I. / ..L';/1 /pJI t)/~l" ,",0 (k N ",oJ" /9'). ~ ';::- ~j,tWA i3 9 7~ 5~ +.
II 1\ /.,'1 CUr"b I( <!! 9 :>17 L. .j::"
g\"T'G Se........rCvA. ?"......... G,lM ,\J I ~1,,\1 J2."'..~ L F
IN-e.,,~sl(~~te.ltOi.ldt.1J. Q~V<l--i-\)'lc" .,I\D;.<,.,I\ Q..,........ J...J. I ~~
~l'I'Jl.d-.:Z...11 S-\.i:t IJ+IO. B'c..(-J.\~,Jo...
"'ORCE AND EQUIPMENT ON PROJECT
QTY IIRS
IIRS lilts
Qn IN USE STDDY
, ~
f II
I "
:~ 2-<1
LADORFORCE$UDCONTRACTons
,EQUII'MENT
(',tJYV1'GiJl1'jJ;fd1 ,<;rJ.llrr ,
/ I'Jd;('()"fJ/s 3
'/ tl bo,. .'7,
~ Wk Ho....
c<f JtJe.er
c<t (''-&1'1I IPclc:re:v
1)r..l~u1 '[:;.k:
I
LADORATOR\' ACTIVITIES: L, l'l Tt-c. t On 5i...f..e ~f1"" rLtns//-/e.s
REMARKS:
Submitted;
Acknow\cd~"ed;
I.LJd2 - rV1.ik--
Inspector (Sign mllm:; print below.)
Jrt{U(. f...~]'(<tl-f. (.,
r
~ ~,
l)n
'~l
EXHIBIT 6
CHANGE ORDER NO.2
ITEM NO.3
Meeting Date:
Meeting Place:
Project Name:
Project No:
Contractor:
Attendees:
Construction
Progress Meeting No.7
Meeting Minutes
August 14,2006 9:30 AM
Project Field Office at Colmesneil and Hatfield
Corrigan Subdivision Drainage Improvements Contract No.3
D7101 ]
7120 GRANo BlVD. SlIllE 100
HOUSTON,1')( 77D5-l.3<!00
TEl.EPHONE 713.6Bo-OooO
fAX 713.6BD-0738
Reddico Construction Co., Inc.
Gregg Haan, Will LeBlanc, Steve Mounger, Jerry Sowells, Shantele Harmon,
Cecil Boone, Mark Roberts, Steve Redd, Zach Martin, Danny Cameron
The following summation is based on the items discussed during this meeting. If there are any
suggested corrections or additions, please forward them in writing as soon as possible.
1. Review progress of project:
a. Review status of work:
· All storm sewers installed throughout interior of project.
· Outfalls complete south of the existing sanitary sewer crossing.
· All pipe in place and 100% of concrete complete on Livingston.
· Flap gates installed and 100% of pipe in place on McLean.
b. Review upcoming activities:
· Install foundation wall.
· Install paving at Corrigan, and at Apple Springs.
· Install the sidewalk along McLean.
2. Report by Inspector on field observations, problems and decisions:
· None reported.
3. Report by Contractor of problems which impede planned progress:
· None reported.
4. Laboratory Test:
· The testing lab invoice has been reviewed by the City and the contract has been extended.
· Retests completed at station 21+00 on the Corrigan Ditch.
5. Review of submittal schedule and status of submittal:
· Submittal No. 21 should be resubmitted. AI has color samples.
6. Review of RFP and RFI status:
· Responses to RFI Nos. 19,22, and 24 through 32 are pending.
7. Review of Change Order status:
· A change order is pending for work related to extending Corrigan Ditch improvements
north from the project's current northern limit including the existing sanitary crossing
replacement with steel pipe.
8. Review of Job Safety:
· No on-the-job injuries or other safety related incidents regarding employees were
reported.
9. Review of Citizen Complaints:
· No complaints.
· A community party is scheduled for 11 :00 a.m. to 2:00 p.m. at Centennial Park on
September 2nd.
10. Status of As-Bunt Drawings:
· As-built drawings are maintained in the project field office and the drawings are available
for review by all parties. Contractor reported that the as-built drawings are current.
11. Outstanding Non-Compliance Certifica.tes:
· None outstanding.
12. General Clean-Up:
· Okay.
13. Valve-Assistance Coordination:
· No assistance is expected to be needed to complete the project.
14. Discuss Other Issues:
· Corrigan Drive pavement will be completed last. Contractor informed that the final
maximum elevation is 48.9 feet.
· French drains should be installed along the north benn wall for backlot drainage for
adjacent residential properties. This work should also be included in the pending change
order.
.. Flap gates installed should be monitored and any maintenance issues should be reported
to Danny Cameron.
15. Next Meeting Date:
· Thursday, August 31, 2006 at 10:00 A.M. in the Project Field Office at Colmesneil and
Hatfield inPearland, Texas.
End of Meeting
Prepared By:
~~~
Shantele Harmon
Construction Administrator
cc: Attendees
Jennifer Phan
File No. D7101 1-13.1
CITY OF PEARLAND
Department of Public Works & Engineering
DAlt Y CONSTRUCTION REPORT
RT NO: 11
u...,;:<q (a8("~
PROJECT' NAlIffi:
CONTRACT NO: 2006-027 IrROJECTNO: 071011
/n'PEOFWORK: STORM SEWER ISlTELOCA110N: CORRIGAN SUBDIVISION
CORRIGAN SUBDIVISION DRAINAGE IMPROVEMENTS, CONTRACT NO.3
REDDICO CONSTRUCTION CO., INC.
TEMP: SITE CONDITIONS: (Uesuibej
IDgh 7l:J 0
Low &f)D D01
WORK PROGRESS
CONTRACTOR:
WEATHER:
Osunny ilJtlry
!3tloudy DRain
rAYITElII
,-<I
2<
r--d. <
.1A.
/-,</
1D4
6.~
,~~
t,~1
I.~
1
~.
.<1
7q
.~
L..fJ
tS:ro
LOCATION
DESCIUI'l'JON OF ACTIVl1lES I COMMENTS
.~.j.J7. -- J/.. +?i! .><{l' F . 'P. c,. (' , \ ~~{. '5 ~
.sm. ~ fl:"~.1lI /"I'J1f '~.l Po .5 ..t. ~ ~~.\- $1
I c:,.I.,. "'_I^ Tn l<qot/Y) Lc;nw~.d 1'.1t.ts'h/.c:.+. ~ {,;',n fhk 1f1 _ If't
It y-", It il 1\ C~j>1 CltT U _I. I .gf.~ Shk '11- '1'1
/'Ju~'i...~ .<1.".\ ('.It/- 1;,.r* St..k \1'- 'let
,~,., ~;.,-:; ?r~~ <.".." f".dT 1"1 I I^-<A'" >.....k 7.1_7-Y-
'" " ("'41' ~~C'( r"d- S. h.i-l 2.:S _?.'I-
~ /6-4-<'1 'ft, 111-80 7nn/' C;orfnl. ''t< JJ't"J"bor.J Ire; M ("6
_-AAl. 1~-h!.O ' ,. / 7"'/1(; ~h" ~dt $1>..4-1..5
.1,'.1 'I'l Cl""C'r cr.er s:.h4- S G
<: -r~ I.~, . oj.. .
(;dfor,'ntlillt '''.1. .,,;. S,dlA.
I."=k-, r HQ?'" / , n'4r.i. 7'/;"n'x. J/l 'Yo;>':: P;/J/J/l ~,~ -! ? 7'
( ,-r 0:; rv-l1f.t'r. ConrV'il (
( I"" """ <;:4-.. Yt"lNr l7 'In.......
f{". .. "....... If.ofo;/,c/ h,-/Sud, '(...ci-." ( "2-'f\\'E,(...I")
1\ u.. - 15"+...1 \, (( I {lco\! 9.C\")
2<IIlS..s:
LABOR FORCE/SUBCONTRACTORS Qr\'
FORCE AND EQUll'MENT ON PROJECT
I kd1,v;.
...
)rlIW.-I:.""
1/,,/'M..r
.s If ,;, ,..
::;; UaMv1
fl 0.I'll1/.l,....
.1.~J,
..,
QUANTITI'
'<[<I L.J:
. q/n L..f.
"r
~ _~I~/~I 'r
'::?qf~ I.i:.
I~<J.((/ I
P?,;J I.:J:.
.::1/J:'J I.:r.
<1 z 1.,,1.
2~S' h.. Fe
f~a?n
? 'E.J4.
S!iA. f"., \/,
1~ l,~ ~ I
iL L,S..
/<l.q 1-. t=,
C};" I.f::.
I
<f
7
I
J
3
-<J
?
.2.
HRS IUlS
fiRS EQUIPMENT QTY IN USE STDBY
JO "Ty,(I;. &I .:;J c.O
"'{f) r""JA7,t"" I JI;
70 tJnAtr" 1 II
ID '<L, 11 tr' I II
10 /:.1.-. I.l{]f / II
3D D.Il.>,;"'" I II
<lb 1<'/1&.... I (f
.?f! //J;u{f'y I I,
;>;() 'sire.) .?. ?.IJ
'n..~ ...,':\" I'''uJ.,,,, "..,,, ~f?'I',\i;V'
,
LABORATORY ACTlVITIES: J ,h h -rite" ~01 ~L t:
("/C;{..;'C. Iff ::>:<I" c.t. '/r/......u
RElIIAIlKS: .;'"u) Ctrlt/~t:, tlt (jIW.ttlf (,}I'l f. .Cw
>oJ
S' 'ed:
~/J.'n"
wJ1 P. 07, lk...--
Insp.<lnr (Sign nome; priolbolnw.}
JJ ~ I~ L Lt(J{d.u L.
ACknOWJed~~: I I _ ( M owlcdged: (
..... ,,~MAJ:'" l 1~. '::- .h...l..
~:i~';~"''''.' 7:;-",P-.\'"_>J
CITY OF PEARLAND
Department of Public Works & Engineering
DAILY CONSTRUCTION REPORT
I' iT NO:..,e 4'1
n".L:S/JoJo (,
PROJECt" NAME:
CONTRACt"OR:
~
WEATlJER:
OSUllflY
!B6oudy
. PAY ITEM
-</0
<17
3</
2/
I.,(J
79..
-4
~
3
q
lf3
.:!<J
AI
~ 'Ii
A
k2n
It,<{
CONTIL\Ct" NO: 2006-027 jI'ROJECfNO: D71011
TYrEOFWORK: STORM SEWER /SITELOCATION: CORRIGAN SUBDIVISION
CORRIGAN SUBDIVISION DRAINAGE IMPROVEMENTS, CONTRACT NO, 3
REDDICO CONSTRUCTION CO., INC.
~
TEMP:
Higb go 0
Low 7n Cl
, IL ,-tAt ',,1' I{
hUrT 'U /JjI/I1I11C.~mu.Jfr'{"
./
SITE CONDmONS: (Describe)
WORK PROGRESS
LOCATION
DESCRlI'TlON OF ACTIVITIES I COl\fMENTS
.C;.j.o, Ji-R2
Co!Jn,SJ1,i I ..::t.
T.Jn/>'''r.'' n~<j{), c...f...1.WDt. ~\"'-eorpj. 1J.'1
7.' 01. J~/.f,...n,'::u:.'1/.JJ?<lf("..r:.. i?f'P
\JO P"u 'I-.J.bM <.111"6+ tl <t'? lit". I . "'"
"'1OTYi ,-,\;,1 ('!.,J/ u>({.(Uvr-h.-M t:J ..t17
I~.IU.. I,. . _.J' I '"/iL,.{,, iFU-" 1&1
,.) -r.L';., I <1ft, J1l'c P a K . ,.111.'1.1. .d. .-1- -r ,
II r;.rne h J;j4Hv I
T P II.' ~}/IfNl r TW'Joflf,'r Ct:>ltfm( IJ{(a11
stu. 2tl'f11 To G~T3"" COY"Y'{t'lt7'1 '[),"Idf 32!j"'X plll/n"
{\ lO-lts'r.,u-r ,II' II .510~.5J.i?JI
S;{.I'" s;f" Ore-"~riditJ~
l<.oc.l1:/ond !' ~+'d"'" roT bdlt-I"..,Aller'tc Rk p,'
(' /Jlntdtt/A. "V-" Rr.P >S. ~c;h~ld 23 I oL-iO ~1r~/u.Q-">H,.1
,.../,'# .<r_ . '1- --L /
:fife ,,:J Ko.Rf>(P ",I oIdM~"'f' ni K/J1t:- S:"-~-:;3
/>.1 :F.'~,.!i?Ivz. IlOf"c"^~I.f! n-~R 5.'" ,"
.C;+n. 'fff2. IPec"j'ollll-: n- z? SJ..?ti*
f:',\t. ,?J .- I .1\ ~ Mm, Pt.,." CW~f"r q.~n ' /)t Hi-; Ifh(.
\'. - l, n '. It II
5 i+l.
.C::hl.1 r,t.l.t
FORCE AND EQUIl'MENT ON PROJECT
CIv\fu'
LABOR FORCEffiUDCONTIL\CrORS
EQUIl'MENT
P" de WIlL(
QTY ORS
""j:;Jt1r,fIJ "'.... 1
12 KJ,.,-"d;y .1
,I .l~. <!
.:fnytltt1VL I
/)mM'fD/, 2-
'LnblJ-'S t{
g 7;.1.. U;;,
2"1 IOMv
"17 t LJiIU r>>lto'fc;l'
B "'}.: 1/ U,} It
I ~ I btlt!,,,
.3'2-
LABORA1'OJlY ACTMTlES: lAb ter.h "14 51'+~ .{:;,/ df'lu;f/r.J
QUANTITY
J /;~.
?8L r.
/71..r::- J. 7=. -
!-~ J.. J=.
11:;; L.+.
.es L.S.
~, ('u,I1,{' ./
T7J4r;,.:lds ./
Go I-.S.
I L.:t.
,I:;' L. F.
..-
'V
......
....-
.-'
"1--
.r; t., :f-
IEK
la/'l
I/.I..~, "t .-
llt.lR .r;:: II.., -
9,';llf.~Ld.
*.......
0/
-
-
lIJlS RRS
QTY IN USE STDBY
l
t
1
1
I
~
1\
II
II
II
REMARKS: L(...I-_,C.~(}L- r;, ,r:wA,rt'nlr///J/},c, f-h... f'./JlVhduWt. ",p .,..L~L '/.- . 1.<;nf1~( ~y 75/.1..-
nf- M I f.fltO-<tn.' cffll' T;; Y'l');~ t1t hin; g ./;J.r1i'1/(I)t~lA.. . /.. i!'Y1I/')t~po. ",{",,,)Ju( WM lJ,111
II LLJtl r ~ Mtf I
I...)~, .J;,Z1L-
Imp.e'ar (Sign name; print below.)
)Alj [(. L,-;S 1~1.tc....
S,. 'ed:
Acknowledged:
I'-lof- !:tv ~ \~ \"
Confraettlr (Sign nnme; print below.)
113
CITY OF PEARLAND
Department of Public Works & Engineering
DAILY CONSTRUCTION REPORT
. 11' NO:,B'.a' CONTRACl' NO: 20Q6-027 IPROJECT NO: 071011
DJ<,..:&..J3tJ tCJk TYl'EOFWOIIK: STORM SEWER ISITELOCATJON: CORRIGAN SUBDIVISION
PROJECT NAME: CORRIGAN SUBDIVISION DRAINAGE IMPROVEMENTS. CONTRACT NO.3
CONTRACTOR: REDDICO CONSTRUCTION CO., INC.
WEATHER:
[3s\,nny
OOoudy
PAY ITEr.f
/;2-
tal
1.2-
I. ,
lI.2.
I. /
3
· .I..b'.
..c;
lJ--
5
1
-9
.:J
kl.J-
Btin
TEMP:
IDgh
Low
Or''''
~
srmCONDITIONS, (Describe)
100
7f)0
WORK PROGRESS
LOCATION
DESCRIPTION OF ACl1VITfES / COJlfl\lENTS
QUANTITY
1r.,-4'.lYi1;;fl~NerJ.WV!-"'J "1'J9/1t Pr-tJJ~lIrt. _<:JU."t P9. r"t,:r.l adl(}-II to Patch ::.I./;"'I S,C..1.d. v
~1l.*/2Io e-tl;8 K'("~OIInd....... ~i I!}f.csti,,( 'fJilyeMt 151 II I( ......-
f\lF-clw( f2r'vrd /.."!.tJH(.. f., vt'M.; ~hl!(7t27~~X7'.:-<ll!I.~'1 " ,<:r!i II t( ..-
~f",I'+2"~ bt71 oRQlo."" T,1J,J1d>,r 'Jl~ TJd;lq):tf Iq,~ if i( ........
I/_VIlvpj-"'11 ~in;tv j,'r mitt, r. ,,fn-ti J. ~~. JlO+;z.{ ItJ,,,. .. ;:J,fch _I ;:!q 5~,--Yd,
"iHt,tp,l.t;l'rn 91-9/'" ...." _e. +.-. .-:7",~'f. d9 :r II
SITS g,~ ,,/'.0.... '_.1\ ./ t 0,015 LS
~ 10+15" .kdJUB1- CorriQ....... b';L..~ /:::V'A .,~Cl.1. ~(. 7'x.ID\.x; \5 If'31..- ~\L
-.:=. \ S 005 c.-P + 1. 7 = 't'ilz..cN "gol-(on.'I I
lS+o..le.H S o/.<l 1'0+162-- fnb.L..\. Cr..\W>".Ar~v ,1hN \ XPL j!" lfl(J1.. ~
r ....,.~\Ii..... t>~ok:l.t lf9/l. r",: s:.ze.j..j..q.... lj- ~e... ~k~14 \
~lo+tS4n l&le't.- ;'1.Atf'...~qco.tb~.~ '" 1,1 If {?bl '){1.5')(t I) HO.5) (3'XJ1 \9:51:\{
· ~ 1'nX '2.s\J.v; ::: ~ Z- O:Lc.t =- I" -S c.'(i!~4-11 "ote. '$' a..hov't-I..vt.k,.." D~eral..r lie.
s:4. lot\5-h> '~tfJ?.. ~(c."\d eo..........J. C"'k<loN...I...J MeoLA.J f1<4PJ. 1:." \ q 3. cy
rO(.,,\r; 10M b':ir.\" ~ s.'l-J... .d::>i:>~ \, I
~.J-ct 10-\-15' ~o l~~'l- .:: II r..t.. ...\- ~'it~e.. E"~AI<q :::io.."'I'~W S~1. qau l'l3 : cD"15 ~
~l-rv T"'",--P{), r,fl..wll>I....... 't..U'1.J\~ FlM'l.V( \).?-S.;w-
Ifne: ~ U.'\I;~.rl-'''' teAl . - 7:$1.0.s.:~
L~.J,,^'1clcs,1\, A \" <:....;. ~( {':'roJ~ : Clo.Al f.~ 1-D60 LF
W>V.D"- ..\.(i'\
,/
/'
FORCE AND EQUIPMENT ON PROJECT
QTY HIlS
HIlS HRB
QTY IN USE STDBY
\ 10
l ,.1
;;. (.0
1/1 ItJltD
LABOR FOIlCElSUBCONTRAC1'ORS
~/e)l'a J/[ 1 ,,,
Jab,N.) q 9f!
~()rt"'f6Ft 1 10 Rllfk. i.be
()Pf:1I'ottJ/ 3 yJ IC<W!'I(
'Jllbd/5 <1"40
CtJV'riC/1/1( IJilch r~"rh1tlP( 'h-k Hoe
I Jab,."r / Oc:/l>/,ddr S ;'<1IJ~/t;JfJ DtJzo/1 Collf /PM,tO"-
-:{t /)(/;;1dn z... 20
-mri>l '1 II J/[ I 10
IrI ~/( ~ )1)
LABORATORY ACTlVI1lES: 1ich t'J11 t:;',:f.e- .f::t..- t!!
.1tJ w#c:
/
UllJ
1J:I/&rLvt!W
EQUIPMENT
'J. ',J ,.. Co/((',,-r;:d;-;.;o
J
REltIARl<S: t.PI'\"'/OM-1 D/lt',k'~. .J. ~.t ... .(!.'U,nc:; 1t'J".).J, u/fh cJa'l J,'/1 f-COMt.dtlc.'f/i!c.
Mh...:Jt:e11 ;[-.(e IfrL" khctc/clnd iI!so t:IWffr/;,C. /.Ll4 <;,'h /...d 1/l7I'YOt.l5 Itludlok v'
J i
s'
ed:
Aclmowledged:
I.J;PQ. otJ7ZL---
tnlJ)f~dor (Sign name; print below.)
)di It Le1Jl6 f/..c,
\.
S 4..~ ~13
CITY OF PEARLAND
Department of Public Works & Engineering
2/3
DAILY CONSTRUCTION REPORT
TNO: 80 CONTRACT NO: 2006-027 jPROJECTNO: 071011
DA"iE: 613012006 TYPEOFWORK: STORM SEWER ISITE LOCATION: CORRIGAN SUBDIVISION
PROJECT NAME: CORRIGAN SUBDIVISION DRAINAGE IMPROVEMENTS, CONTRACT NO.3
CONTRACTOR: REDDICO CONSTRUCTION CO., INC.
WEATImn:
Bsunny
Cloudy
B:n
TElIfi':
IDgh
Low
SITE CONDmONS: (Describ.)
o
o
WORK PROGRESS
rAY ITEM
LOCATION
DESCRIPTION OF ACTIVITIES I COMMENTS
QUANTITY
41 b L.F
5'2.
A-r,.~,"e"s:.,.,'.......,-k> ~\\'u'.}-nt\ T ,.., sD'le.e?~\J.,.,.,..... c.~,~~
Cw.....""c, · ~+0'Z- Sl",+-19 -j-o'r-k 1+~1f S'lt+ 2"2., 2.bOl'
1\. ~"....'y","l(( ~CI 1.J-{J,l./- -1-0 104-0D Sk+z-z.., 2-1\21, /
Dv-\. :"llH,S:\..~~. l'Ho{rCtAl~o.r..vf!{l:l'V ,S',.,..Ao.t'IoJ \OlR..J.<kh. Il-zOLF
OJ.\. 4\.L(.. ~"'* 5> If<..o.....oll'" b'o{':1:,u"l..9 I~\l t:>1\.Ui. ~~ 10+&0
'" h L.~(~ @llCr<=[QO 1 \II. <;oL>..,f Co-urO",. ~ ~1.-0
~ 1'<2..\.\.4-- 1--10' (:.1.0 ~ \ S'l.d- ~'t '
/
0:J,{\r:,c-, "~11 r...rr)lIGt.... 1'>~;')...~ J\. 10\,. '1D C.f~J.._ u"..j..,
N, E..J., (J... '2-34- \ \" I
1'Sl1- c'/
1 irA. '
1. c.-A-
59
~<i
(q-
l.V
'V>1J:; r.v
(
zs. f\ Jl{Tk...... tl ~ 1dJ. 1. f'. I g-~c...J.J. J ^ t... I ',..,t ~I 0 14CfDGV
, 4 wAc.. \\.':1-c.IA,"'" \ 1.-1 0.J....... \
l
~J crr)I/'- i\'\U ';7. J \4......,1. -..\- t-.';>lli)(~ 1>~~~. ,"J ;t .h ~r-)I 1'1 DIU
< ( <<
\ "'"n'>oc.u.. b'1kYtroJ "ll"\~ t:"ll'Ah.. jH J . J gk.e~ I~. 2../,J.. lJ.....flfo;;:v
-ll....,..clt.\~l 3e r I
FORCE AND EQUIPMENT ON PROJECT
LABOR FOnCElSUBCOl'lTRAcroRS
QTY ORS
EQlnPMENT
HRS URS
Qn' IN USE STUBY
LABORATORY ACTMTI!!S:
REMARKS:
Acknowledged:
;Jri- ~JUd~
Contnctor {Sign name~ print below.}
CITY OF PEARLAND
Department of Public Worlts & Er.gineerip9
DAlLY CONSTRUCTION REPORT
Ipr "'RT NO: I f I
. .: 71.31 /t/t,
PROJECT NAME:
CONTRACTOR:
WE.\TIIER:
DSunny
[!;}aoudy
PAY ITEM
37
..32
-{PO
~
k
.
~...
.:JL.
l€l
('[A
~1-
"1-A-
.&3
I?
'-
S!>'t
ICONl R,\('",iO: 20CG.o:n - ~{1Jecr N,,: 071011
ITYPI! 01''''0111': STORM SEWEF: r~'1'" LriCAl'ION: CORRIGAN SUBDIVISION
CORRIGAN SUBDIVISION DRAINAGE IMPROVEMENTS, CONTRACT NO, 3
.. -
REDDICO CONSTRUCTION CO.. INC.
G1nrv Ji~~;:: yrJ
DRaIn Low g, 0
SITE CONDITIONS: ;n....~..1
.D!j
WORK PROGRESS
CJt!.c.ilsiont\ ( showrr
LOCATION
DESCRIPTION OF ACTIVITIES I COMMENTS
QUANTITY
.r::.'l-n.om
..wu.IJ+H t!)tO
~ \ .., r;:;
~ \-r'e
CDlV\6e.,., D'Hd./
,
e.w,,~~ b'f.:lc.-4
.
l'NnEd.'in/rlrlf/J2. ..L..... DuH~l\..:l:t
f( .C" I( t( ~ 9q. '111) :skct't.(/3
\~ ~o...~'{. M-+t:I" If>-la.II''i')Q~.. ~~\ r:wI.
< }l.'Q. .B- .
P <9"V~~"" brl" c-k Ey.(~:Ul<. CDlA ". D..ll N, ur
.~~(.t I
· ~ .L \ fl.." ...:1 ~ ..J. J 11A.J \ Il>!. .~ -f'. '2-e,O C'f
r ..rv\ bt:... "'';..\ J.... N< .,.C /!.or}d.... .,.I
1). ..< ~~1 ~'b~ll"'(" 1':; '.1\ (1\ .\1, ~U {"..../ ~O>5 c.Y.
1k-01le.+~~1~ lPt~cli'1- Ce~ ?4W~~Af 7..1'1.- ~'1
. I\. r r.>r~ow:'" b. \ U _I ^ d. \
Sl1E ~1Ie...\- 'k!~ ~)a.~>IO M__'..\ P..:''"'....J.D f'lW>t...d. '10 >'J
L-orc..l.'-m..A ~~eJg,l~~.
S.I-r~ f:.}l (l'Mt~ P'l...:t\J)'B'\ L..)....... r.\.t ,.:1' AA,:\c4-*- 14/ '2.1'l. $'/
$\,11 _~~~ blA-. / ?5 S'l
Srr6 01\ 1'_' eo/.f. fr~II,.<.dvj.,IQj..,J I ....\ ..I '55.:1. LE
<~\-(ele\\lCeyg-kv""S"~.1I',?r.w~t'J~I",A.l. ~I.~ Il>~. _lfLF
I+b I" ~rv._d.~,j- ....L. 0.. -(0 ,~. ..i -p....:K-t:;~ l)Jl.~V4.vJ~, ~ mO~Q,:t /1. ~ B'..&.
~j~..Ar . iStn. \1.+q~ g,.SM"31,.+.g{.g IO.{:'2.~@"S:h+1t1
~"L)qC-<.<~"'-k.M \J.l-eA- ~c:....J (~".J .J\!Q,M, 1.01-00 ~ 1.1.+~O,(h4. 13 '3"2-'-1 LF
I FORCE AND EQlJlPIIIENT ON PRO,JECT
IJ:,ct.
:!. 'I
U9 Lji-
0.01'.:.L <;
5, 'l eN
s_\ ,_e
~l-re
Ilns nns
LABon FORCElSUllCONTRAcrOIlS QTY nns ErJUII'MIl~T QTY IN USE STDBY
'" t VU ';f;,r't'J#(J# , 1/ .I- I 11
IY
I CJDtrqby ....:i 33 Dnz.er" I If
JL.nb~.!. -<1 '<f~ f /Jru1IU" I II
"tfJi/rIl4 ft') ......._1111- i II
..!..- L,,&,-: ( .'" 8B
l:r..., /ere:, /nhh"J .~ 33
LAnOIl,\TOIlYACTrVlTlES: Ln.f) Tet.., I'lI1 ,>, 'ff- .J5,,/ df.lJ..ul!.{.J.~/'feh
REMARKS:
s,,~ "'cd:
-------.-"'------
---.-..----------
w.dJ. o&~
(nsptttor (5ii:n mum:; print herow.)
jfli, ll. L([vta.JtG
v
j../"
r/
, ~
.~~
~l
CITY OF PEARLANu
Department of PUbllc Worlts & Englneerinq
DAIL Y CONSTRUCTION REPORT
\ \.\-"2- .---- -.---
~ErORTN{~ CONTIlAC"T NO: 2006-027 1"lUlll,' I NO: 071011
' 91Jllo~ 11'1'1'01'\\'11111(: STORM SEWER lfolu:ulI ,\1101'1: CORRIGAN SUBDIVISION
rI10JF.CTNA~IF.: CORRIGAN SUBDIVISION DRAINAGE IMPROVEMENTS, CONTRACT NO 3
CONTIV\CTOIl: REDDlCO CONSTRUCTION CO, INC,
WEATIII!Il: TF.~II': filTE CONlJlTH lNS' IIIneTI"rl
~unny ~y lJi~h 9tf
CIDudy Rain Luw 8tJo Dl"U
~\'lllll( l'lt( mm:ss --.:r
rAY!rEnl l.fll"ATlON Ilr~I "01"1'"1'1 nr ,\1 "\'1111'., I I'nnl~II':N I S fJtlANn n
27 ()/J,/-7t'1ff'III n . fJ1tIStM I OaT FilII ~ <!h6~'fl J lj-? UEd.
d (( II Ilfl" , I II'" (( II "'3~_,~ 1t=J4. !
77 .~it", .:;:.,' J.lpl' fabric :JhlC l' ~ J-,,4- Q , 3t:.3 L..:f.
?7 0"" T heft"P. I{ f<ecoi1sf. (Jut :r nrl 5b":,,-I- I <) ~ ~ 'lEA. ?
.( Il II uS' I( C7tti~--LMT .:ti7Iic;ht&r-T I "/.. IT:: , Il:ft__
2.1 tJlI.'T 7={l W +" <t S " A e S p ,<:;-111/.. (,w v. ;:y) '/" s i,'1ft / 1/ .p~t'" fli!:!J- ltJ J,.,+, ::,
&'0 () ,lV. ,II "F S ~~ -'Ho---r-:fc,o."d. Sr...~ J fJ/ .r
lJ--" (' ,; "-'.\,u r"'II'''~Gr.... \\)\d~ 1?'I.({).\J~"l, ~w.
( Cln {~-I-Lk-+o '52+2.0.
Z;; Co,...~,,'-' b.:iL~ ~n"L J- (l"" c..d- J) t\,\. 1 \ J l1r..r.....ll c,'Z I:; C Y
1:1". l' r.~ l>l.o. \"~{d., ~-l-Q 2-Hll, . kJ 52--{2..0
\
-j s' IT;:; ~".lU"VO . }4" J J. i\'.cf"lc-P t,-.L;cl';"" S:~......h: I... 5~&L ~y
, ! \
70 S i-r~ flooA ?y~",d~<>4., Woll D.7,.2-c; I.S
'If- L\:W..'tli:"l)~dJ ~D.o.l (~(I, .1 :;,. coJ'q<lco.< ~';:J:(.4 &\4"""tk" OC"\I.."
.1 s,\,F: j=, \~ 1='cJ..,': I +:.......r . , '2- 3'1 L-F
t20 ~ liE' 11-l.it'\r0L4l Jc\i. - e,.,...V;9c..., 1\:-t._~, I Z-lIoz... 5:Y
.
FOIICl': ANIlI',(}UII'/lII':NT ON I'Hl),mCT
IlllS IlIlS
LAnoR l'lllICEI1;UIICONTllM TOHS Itl\' Illt.ti U)I'Il'hIF,N I f)I\' IN \IS" SllllI\'
! 1) -:icbJ ;:VJ''''~ ,WI 1 10 7t-K H:I,P' 1 /0
;r)Jf)f'/flTp/ 2- GL'l / ..,,~rI~/ I /0 -
!.../...{)/yJt' 2l fJo
1-
LAnOllhTOny ACTIVITIES:
UEMARI(5: f:?J1.J.V'1'lC.1o/ rJnl.Urtf Collt'.. .{:1,/ .Sll2'LJ~J)Lo..a:[.EJi1L)j" ,,"T" tJossibl.1
~q..~xt, __ ( (
- -- -,--------- -_... T .__ _. .-
-----.
SubJl1ilfcu:
^chuP\lilcdgt'd
6..)1.~n-L--
lnlfltrlor (SiIHll1:"U1:: p"illl IJdnw.l
)A.(i/ /. 1-( 7J/c'ltLt,
-----
ll1'\'lr"rl'l1lnl;r~1 ,.lntHlI!t'f r\.I~11 nrlllll'; "11111 lid.,,, 1
J
htr'/ J</
\;
I),
\
\
EXHIBIT 7
CHANGE ORDER NO.2
ITEM NO.4
CITY OF PEARLAND
Department 01 Public Works & Englneerinq
DAIL Y CONSTRUCTION REPORT
_ \J.r"2.-
lRErorn N{~
:BbJ loft,
-.-----
ICONTU.Il'!" NIl:
Jl \'I'I,OF 11011",
2006-027
STORM SEWER
jrllo.HTI NI/:
1~ln.1.01 ,I liON,
071011
CORRIGAN SUBDIVISION
rnOJECT NII~tE:
CORRIGAN SUBDIVISION DRAINAGE IMPROVEMENTS, CONTRACT NO.3
REDDICO CONSTRUCTION CO" lNe
CONTI\JlCTOH:
I\'EIITIIEIl:
~unny
Daoud)'
JII'^II':
ry IIigh 9ft
~lll Lol\' _&:10
srn-: {'UNI11TJUNS: Ulr"'nih..,
-'-
DY'ld
l\'OHl< I'H(/(au~ss ---......j
"II Y ITEnl
1,lIe,HIlIN
11I'~( 1111'1101'1 or ,II IIIIIII':~ II OMnrl:NI.~
I}II,INIIII
27
.1
iJd..!L faft' II/
II /1 '~fI"
.C; it-e
.Qti11iJiJ"B 'f
Il If u~"
OllT fl111"-111
O;..1~~N tI E
l&tOIfsfY'. ()l{.lsti.'u lJ~tULrl1 L ~r::.hpd 13 If? lEA.
1/ II -' II /1 // 1J~(-5' ~.!.-- Z
:fiJ.h.,.. LhTic. +wc/'~.,.. Cf_ 343 L.f.
lleCiJllsf. f'Ju.IJI1(( 5h,."t 1<J J '?.s _ JJ:.A. ?
" ~.:tjq.j-L2L.tT .fi111 Sht"fT-1 'l;-L5-. J t: J4 =__
~/1ltSY-51}JJ. C;w!'. 20'/;,51,,1( ItJ .pb,- f!l3:!1- J(J 1-, f. ~
~~~'f-(p7.:r~ .11lLL
.-
1(-12Y"}l(~ J)~'k~ j?iCCMI~~<!,/.
1St.k. ;'.,.1 n J.r...s 2.-=l:Z, D.
77
..2..7
i(
-Z.L
-.ko
JJ-
r> .nIll1au Lh--;'\', 1.1
I
2-0faZJ4
.s Co""1r.(.,.d~'lc.~
.---
6~(' r..'& i-~. .1",,.,\ U".A.) J !'i"r..dl5<..J::{ cj
I':L ," ,,{,~ ~~kl.S'-k. Bfl1l:9 52-nD
,
~\N \4lAJ.,J.J-~",)('('f,-.t~",. ~k"L.~;l...
I ,~ ("'i
~c).. ?(a-!~~~ L!J",-,U
'~(~ co, .A, ,~'Ot, CoIfrflCJ..A. h';:/.c.4. &~~~I
IJ=\\~ ~c.l...: k..c..t' '
~~u.k.'" - Cp.rv.;<tc...\d J~~~.
,
Hmo: ANn J.:()t11I.~mNT ON I'UII.fJ.:cr
::1.. ~ lIE
f- if) S i/B
",4- L-=>I' .)c,...., D'}\r,U
. iT SJ-LE
.go I s: lIt:.
5?fvL c-y
O,1.2-.s. is
~.t;;{) Lf:-
t. 3"1 L.F
2.110 z- n
/IllS liltS
L^nOl\ nJIICrUSIIUCONrJlIII:1 OilS If I I 11It.~ H}"II'~II'NI I} I\' IN liS!: SIIIIl\"
Vi4cl1 '.fvl'e/~nM 1 10 7Y-K I-br 1 10
fJJ2/"Ffdp/ 2- Ct.J 1''l/~dl'"'/ 1. /0
I t./itvt'" ..a. BD
LIIlImIIlTOIl\" {\CTlVnll~~:
llEMJlRl<S:..GmlY'Od&v .J)ol.lrl'lf Colte, fb, 'ikpt-j9Mitlf.QiLkT.Ef1Lig~~'TI -17,t p.r.siU,,1
ll~~\' I
-------------.
------
_..~ "--.-.--.. . ---.- -
SUbl";I\CcJ:
^fkn,""'lctl!!l'll
IA ".J 1. ri3TLt_
~R$prdor (Sig11 n~llre; prilll heJlnv..l
)A.( i II, ),.. c"iJ( rv~(.,
Ilrdrl'f"t-fI'lfJjnt f\lnfl<1Cf'1 f~icl' U"IIW: j+Jitll h. 1,,,, I
../
hH'l ~
\'
~J ,
I.
~
I
CITY OF PEARLAND
Department 01 Public Wurlls & Enyil1eetin'l
[tAIL Y CONSTHUCTION REPORT
------- ---
IU,rOlIT NO:
f"lU'fntACf NO'
;;OlHi II:} 1
l'JHt,1I1 I (>in-
11/11111
-~_..._._-------- ,_. ^------ .--.. -.----..---
"n'E Ill' \\11"1\-
Sl onM SI:Wf:R
~, I (. fiB \, ION>
CUn(~h;AN SUfJl1IV\SI< ,,.,
rh.v,If.C.T Ni\I\IF:
CORRIGAN SUBDIVISION DRAINA<'lE IMPROVFMHHS, CON IRACI N(} :1
CONTIlACIOIl:
"'F.AT/l1m:
(3SunflY
o Cloudy
REODICO CONSTRUCTION ell IN\;
~._...._---- .-..---
n,^lI':
1Ii1(11 800
Lun .n I n
-._^-_. - -._-- .
~r' I. (-r .NIBI 'll~"'. II II\!, ill,-,
Bu,y
o Ri1JI1
yo
\I rIll" 1'l!OLHI',S,\
PA Y ITEM
UJ{'AlIC1N
III '1IUI"lltlNIU \1 11\11J1.,....c Oflll\IINI",
- --
1)"\1\111'
. lxlC4\ k._: 1l&i-~i~:_g.~J,~Ji br-~~'i~1~~ _ _~- ___ _L?"HO If
~"'?f'J-F~-aJ..,-l4.~!!._~~_5"1~'?.JJ-~-3 -.-- . --- I --- ,,___
--- -- -. i&wt,:,qc I~(I' lied Sled J-POW'(1r Wue_
- ---- Jov ~' side-wn(/( fr'CI'1 S+t1-5t?/"[tJ/t73
"n" ,.:1181 I I I
Itz.J. i1!./ _CtJIIC, S/c.t Ada/}:- "'11 tJ x&, = sl1p.t-1- 6' 7 " .35.08 5,51.
-floOd f'r'D-\-edroLl \JJo-A\ \..~~" f(h.,-\.k-1-}~ O.lY1
= ~::c~~~~ Ey.~~jj ~\l\"~.E.~)\'t~d,"({ -k : 5_iJ A- ..~
-- S':h,il1 s~~ ,~~lJh~ g~.~ -l- btlCl:(~ _.. __
- MtllTca~ g~u1L wI C~~jc.b~.5h,q.1 f'/~ _
':r- ~ -M-I::~ t~~t~:${_C\ /*~L{~-T~+~t __ _= I07~ C.V~-
QOl'1cL_ ~.1J..s. 5~) -5'"" ..1-..,_ T
H ~"H b:: ~-k I)"",\'\Q;;) s;.;,o-k-1':t0k.,: __, ito e'f-:
- -~~ +Oj~J z~ ~{ll\..l.q4~z. lP_1!1 +l-b. _"_'. _.._
--- ~A~\~e.B'j.M\l.o,r ~Jt,y~q.,t.. ._ -'-f2~ Sy_.
LI.J '" J: r: ,.} 0 LoJo~"- S '5 '!. co....
F(IIWE MIIlI'l)(III'~lt.i'll l/i'lI'HlIJIo.l'!
I.AIIOIl"OItU'J~IJlWONlh.\I '1111'
----..--"--..- --..,. ~----
I)J \ IlR'.
I IJIII 1")1 !.ti I
lilt" IIH"i
1)11' INIIS! ""I11
I _.. --fL._.
--..------., _. _. ..- --,,--- -
----- -'-. ..-----
---- ---. --..----
--.---. --..- -., -...-----.
----. -....'-. - _~w__
~--_._----_.- '---..
-- --..' -
"--- ----. '-"'--
I.AlIlJlIAl'fllil M"If\'IIIF_~:
--6_ k.d.Lo.'1.5Ll't: "(1/ CO_Ht~tj__
llE^,AI\KS:
-- --.- ~-,._._~
-.,'-.,.--. ._~ ....
SuhllliU.d:
Adi IIm\ h'dJ,:I'd
tr.-.-10.~
In'f1r1'lor 'fiipllll...rnf".11lln1 hrlnl1' I
)J( ; li I Ll JJidvtL
-_.~ "-._. . u.. '.., .._._
Hnh'"l,II'lllinl {'ll\lIlt!!I'l ".;"~I'I'H'" "''''11..1, I
I'
I
Page 1 ofl
Zack Martin
From: CBoone@cLpearland.tx.us
Sent: Tuesday, July 25, 2006 11 :41 AM
To: STEVE REDO
Cc: Greg Haan; Zach Martin
Subject: Re: Information Needed - Corrigan
Greg, please supply the info that Steve is requesting ASAP. Thanks. {Elevations for the street retaining humps,
the wall, and the berm along McClean are all at 48.9 now Instead of 48.6} Please make adjustments accordingly,
STEVE REDO <steveredd@sbcglobal.net>
To Greg Haan <ghaan@ljaangineering.com>,Zach Marlin
<zmartin@espacorp,com>. Cecil Boone <cboone@cLpearland,lx,us>
07/2512006 11:15 AM
cc
Subject Information Needed - Corrigan
Gentlemen,
In order to maintain construction progress on the project, I need the following information available to
me as soon as possible. Currently, we are completing the work associated with Livingston and
Rockland Drive pavement replacement. Assuming minimum delays due to weather, the construction
schedule is to 1. Move to McLean Road area for the storm sewer, swales, and sidewalk construction. 2.
Complete the Corrigan Waterway up to Sta. 23+50. 3. Removal of concrete pavement at Apple Springs,
and 4. Foundation work for for the perimeter fence, and 5. Corrigan Drive pavement removal and
replacement.
I am trying to meet a September I st substantial completion date.
Items #1 and # 4 are the items that I plan to start working on next week. I understand there remains
some discussion on the elevation of the wall.
I need the revised paving plans for Apple Springs and Corigan Drive Entrance.
I need the revised elevation for the fence foundattioll.
Your help will be much appreciated.
Steve
1 1/2/2006
Page 1 of1
Zack Martin
From: CBoone@cLpearland.tx.us
Sent: Tuesday, September 12, 2006 2:02 PM
To: STEVE REDD
Cc: Greg Haan; Yuda Dollner; Zach Martin
Subject: Re: Subdivison Wall
Yes, 48.9 is the final elevation throughout.
STEVE REDO <steveredd@Sbcglobal.nel>
To Cecil Boone <cboone@cLpearland.tx.us>, Greg Haan
<ghaan@ljaenginaering.com>. Zach Marlin <zmarlin@espacorp.com>. Yuda
Dolinar <yuda@fencecrele.com>
09/1112006 03:00 PM
cc
Subject Subdivison Wall
Gentlemen,
FYI
Reddico will start setting wall forms tomorrow on the foundation wall. Plans are to pour about
100 If I day. Currently, the foundation has been poured from the western property line to the east
property line of the bank. Assuming good weather predictions, the wall would be ready for the
masonry fence installation the last week of September.
I need some help with "what to do" around the water plant site and fire department station. We
should be in this area of work the middle of next week.
Unless instructed differently, the top of the wall will be constructed to 48.90'. Changes to this final
elevation are needed immediately. Please advise if tile elevation of 48.90' is not the final decision
for the wall.
Steve
11/2/2006
EXHIBIT 8
CHANGE ORDER NO.2
ITEM NO.5
City of Pearland
Projects Department
REQUEST FOR INFORMATION
RFI Number 18
City of Pearl and Project Number:
T710011
Project Name:
CORRIGAN SUBDMSION DRAINAGE IMPROVEMENTS
Contractor:
REDDICO CONSTRUCTION CO.. INC.
Contract Number
RFB 2006 - 027
Specification Number
Corrigan Ditch
Drawing Number
Sheet 13 of 72
Response Code:
i Critical
Xi Routine Date response required: Mav 24. 2006
Information required:
An existing 8-inch sanitary sewer crossing perpendicular to the Corrigan Ditch @ Sta 23+94 is
in conflict with the proposed flow line. The proposed flowline of the ditch @ Sta 23+94
according to the plans will be the existing flowline ( 38.91 :l:). The 8" sanitary sewer is encased
in concrete. Top of concrete == 40.50; Bottom of concrete == 38.65; FL of8" Sewer = 39.05.
The encasement is and will continue to serve as a "dam" in the ditch if not adjusted. Suggest
either to 1) leave as is; or 2) install a siphon across the ditch in the sanitary sewer.
Steve Redd
Contractor Signature
President
Title
Mav 17. 2006
Date
Response: Contractor shall not adjust the existing 8-inch sanitary sewer.
.(-;-r- eCL, \ IJ~ I. ~
anager / Project Engineer Signature
If the Contractor believes the response given requires an adjustment in contract price or contract time, the
colltractor shall submit a timely proposal so as not to delay contractor's work in accordance with the general
conditions. Article 7 - Changes in the work.
-C::rl ~ \...""'"71....11
--. -
Meeting Date:
Meeting Place:
Project Name:
Project No:
Contractor:
Attendees:
Construction
Progress Meeting No.7
Meeting Minutes
COR P
August 14, 2006 9:30 AM
Project Field Office at Colmesneil and Hatfield
Corrigan Subdivision Drainage Improvements Contract No.3
7120 GRAND BLVD. sum: 100
HOUSTON, TX 77054-340B
TELEPHONE 713-6llO-00BO
FAX 7J3-68(HI73B
D710l1
Reddico Construction Co., Inc.
Gregg Haan, Will LeBlanc, Steve Mounger, Jerry Sowells, Shantele Harmon,
Cecil Boone, Mark Roberts, Steve Redd, Zach Martin, Danny Cameron
The following summation is based on the items discussed during this meeting. If there are any
suggested corrections or additions, please forward them in writing as soon as possible.
1. Review progress of project:
a. Review status of work:
· All storm sewers installed throughout interior of project.
· Outfalls complete south of the existing sanitary sewer crossing.
· All pipe in place and 100% of concrete complete on Livingston.
· Flap gates installed and 100% of pipe in place on McLean.
b. Review upcoming activities:
· Install foundation wall.
· Install paving at Corrigan, and at Apple Springs.
· Install the sidewalk along McLean.
2. Report by Inspector on field observations, problems and decisions:
· None reported.
3. Report by Contractor of problems which impede planned progress:
· None reported.
4. Laboratory Test:
· The testing lab invoice has been reviewed by the City and the contract has been extended.
· Retests completed at station 21+00 on the Corrigan Ditch.
5. Review of submittal schedule and status of submittal:
· Submittal No.2 1 should be resubmitted. A1 has color samples.
6. Review ofRFP and RFI status:
· Responses to RFI Nos. 19,22, and 24 through 32 are pending.
7. Review of Change Order status:
· A change order is pending for work related to extending Corrigan Ditch improvements
north from the project's current northern limit including the existing sanitary crossing
replacement with steel pipe.
8. Review of Job Safety:
· No on-the~job injuries or other safety related incidents regarding employees were
reported.
9. Review of Citizen Complaints:
. No complaints.
· A community party is scheduled for 11 :00 a.m. to 2:00 p.m. at Centennial Park on
September 2nd.
10. Status of As-Built Drawings:
· As-built drawings are maintained in the project field office and the drawings are available
for review by all parties. Contractor reported that the as-built drawings are current.
11. Outstanding Non-Compliance Certificates:
· None outstanding.
12. General Clean-Up:
· Okay.
13. Valve-Assistance Coordination:
· No assistance is expected to be needed to complete the project.
14. Discuss Other Issues:
· Corrigan Drive pavement will be completed last. Contractor infonned that the final
maximum elevation is 48.9 feet.
· French drains should be installed along the north berm wall for backlot drainage for
adjacent residential properties. This work should also be included in the pending change
order.
· Flap gates installed should be monitored and any maintenance issues should be reported
to Danny Cameron.
15. Next Meeting Date:
· Thursday, August 31, 2006 at 10:00 A.M. in the Project Field Office at Cohnesneil and
Hatfield in Pearland, Texas.
End of Meeting
Prepared By:
~t#"~
Shantele Harmon
Construction Administrator
cc: Attendees
Jennifer Phan
File No. D71011-13.l
Page 1 of 1
Zack Martin
From: STEVE REDO [steveredd@sbcgJobal.nel]
Sent: Saturday, August 19, 2006 3:52 PM
To: Jerry Sowells; Zach Martin; Cecil Boone; Greg Haan
Cc: Mike Gruy
Subject: Extra Work Directives - Corrigan Subdivision
Gentlement,
I bave attached several letters that reference additional work to be added to the Contract. Each of these
extra work items have been discussed at the project progress meeting on August 14th, 2006
Thank You,
Steve Redd
11/2/2006
REDDICO
CONSTRUCTION
COMPANY
August 19, 2006
ESP A CORP
Mr. Jerry Sowells, Construction Manager
7120 Grand Blvd Suite 100
Houston, Texas 77054
Re: Corrigan Subdivision Drainage Improvements Contract No.3
Project No. D71011
Existing Sanitary Sewer Line Located at Station 23+95 in Corrigan Ditch
Request for Change Order for Extra Work Directive No.2
Dear Mr. Sowells,
During the last project progress meeting, Reddico was directed to remove and replace the
existing 8-inch sanitary sewer line located at Station 23+95 in the Corrigan Ditch. The
directive instructions were to remove the existing concrete cap and the 8-inch VC pipe
sanitary sewer, and replace with 8-inch coated steel pipe. The materials to be used for the
coating were to meet the specifications as given by Mr. Dalmy Cameron. Reddico was
instructed to contact a specific supplier for information regarding the coating product.
The scope of the work is defined as follows:
8-inch Steel Pipe wi P401 Ceramic Epoxy Coating
including steel coupling transitions
401f
225.00 Ilf
Cement Stabilized Sand Pipe Support in Slopes
1 Is
616.00/.Is
Remove and Dispose of Existing Concrete Cap
1 Is
930.00 lIs
By-Pass Pumping
1 Is
2,500.00 lIs
The cost for removing and replacing the 8-inch sanitary sewer line is $ 12,990.00. You are
welcome to call me should you have allY questions.
Very truly yours,
Stephen C. Redd
President
Job file
EXHIBIT 9
CHANGE ORDER NO.2
ITEM NO.6
City of Pearland
Projects Department
REQUEST FOR INFORMATION
RFI Number 33
City of Pearl and Project Number:
T710011
Project Name:
CORRIGAN SUBDIVISION DRAINAGE IMPROVEMENTS
Contractor:
REDDICO CONSTRUCTION CO.. INC.
Contract Number
RFB 2006 - 027
Specification Number
FLOOD FOUNDATION WALL
Drawing Number
PROPOSED FRENCH DRAIN - SEE ATTACHED SKETCH
Response Code:
i Critical
Xi Routine Date response required:
9/01/06
Information required:
A proposed French Drain for the back lot lines along the northern boundary of the Corrigan
subdivision was discussed in the project progress meeting of 8/14/06. In order to submit a price
to the City for review, a sketch is attached based upon my understanding of what was described.
Also, the location of the French Drain is noted on the sketch, and clarification is requested to
confirm or amend the location as noted.
Steve Redd
Contractor Signature
President
Title
August 19.2006
Date
Response: See the attached sketch for the proposed Frencll drain clarifications.
/7
City Prof 't
?'
wo~accordallce with the general conditions, Arlicle 7 - Changes ill the work.
uJ
U
"7
Jt
~
-r
~~
lj
z!
I
I
t-
U1
"
..,
~/8/1 P~&.GJ~,}:.-.~L ~ FiLTER
_ F8BR.ic... \,,)RP-.p .
~/J Dl4.- HAM cal3~ f?EJ< FERATl;Q.
S. t~ilS-.':YJAU..3=.I.j~ LE. .ei p~
tLOcl~_P~o T ttTlDJ'l fQ~nu1J
.PR<l e~ Sl:. _ FRE.hl c.':1 OD 'R: A I fJ Sy S,T EM
$1"1:>... '" +S2 tr'o' $""1::\0,2S,+41
Page 1 of 1
Zack Martin
From: STEVE REDD [steveredd@sbcglobal.net]
Sent: Thursday, October 19, 2006 12:06 PM
To: Jerry Sowells; Zach Martin; abrinkley@cLpearland.tx.us
Subject: Summary of Extra Work Items
Andrea, Jerry and Zach,
I have put together some if not most of the extra work items that have occurred during the construction
progress of the project. All of these items have supporting RFI's addressing these issues before work
was done.
Let me know if you have any questions.
Steve
11/2/2006
fence be extended on both sides of Corrigan Drive to compliment the
appearance of the entrance with a masonry fence on both sides of Corrigan
Drive. The first request by the residence committee only addressed the length
of the existing brick wall of 12 If. However, the length of the masonry fence
was extended along the length of the property line of the resident located on
the first lot on the east side of Corrigan Drive. This was approved so that the
resident would not have a fence of both masonry and wood along their
property. The length of the masonry fence increased overall by 80 If.
The Cost Increase to the Masonry Fence Item 71A is 92 If @ 95.00 / If is
$8,740.00
A RFI was issued to address these two items.
5. CONSTRUCTION OF A FRENCH DRAIN
The construction of the Flood Protection Wall was found to cause water to
collect on the property side of the wall. Several field meetings with residents
along the north property line of the subdivision determined that some solution
was needed to prevent a possible future flooding clause to these area residents.
A French Drain system was determined to be the best economic solution to
the problem.
A RFI was issued to address this issue. A cost estimate was submitted for the
construction of a French Drain system. The Cost for the French Drain System
is $ 23,435.00.
6. INCREASE IN EARTHEN BERM and 6' SIDEWALK
The Flood Protection elevation was increased from 48.00' to 48.90'. The
increase in height resulted in an increase in the amount of fill material that
was needed to obtain the revised height of 48.90'. The increase in fill material
is 527 cy@ $ 5.50/ cy = $ 2,898.50.
The 6' concrete sidewalk was extended to the existing sidewalk along Fete
Road and a handicap connection to Fete Road. The additional quantity of
sidewalk is 240 sf@ $ 4.75 / sf= $ 1,080.00
7. INCREASE IN SAW CUTTING OF CONCRETE PAVEMENT
The Estimated Quantity of 11,200 If was derived from removing the concrete
pavement from centerline to the curb. However, a change in the alignment of
the storm sewer reduced the amount of concrete pavement and 6-inch curb to
be replaced. Also, driveway replacement was reduced by revising the
alignment. However, an increase in saw cutting increased in order to obtain
the larger savings. The total increase in the saw cutting is 9,456 If@ $ 3.00/
FRENCH DRAIN COST SUMMARY
8/14/06
MATERIAL
UNIT
PRICE
1.40
3.86
1.20
1.90
Hancore 6-inch Perferated Pipe
6-inch SDR-26 PVC Solid Wall Pipe
Filter Fabric
Pea Gravel
LABOR
EQUIPMENT
6.85
3.95
Total Cost
15 % Profit
Amount of Change Order Request
FOOTAGE
1,030
260
1,290
1,290
1,290 LF
1,290 LF
LF
LF
LF
LF
1,442.00
1,003.60
1,548.00
2,451.00
6,444.60
8,836.50
5,095.50
20,376.60
3,056.49
23,433.09
23,435.00