R2000-052 04-10-00RESOLUTION NO. R2000-52
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND,
TEXAS, AWARDING BID NO B2000-015 FOR SANITARY SEWER
IMPROVEMENTS ON SHADOW CREEK PARKWAY (FM 2234) AND
AUTHORIZING THE CITY MANAGER OR HIS DESIGNEE TO ENTER
INTO A CONTRACT FOR SAID IMPROVEMENTS.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1. That the City opened bids for Bid No. B2000-015 on March 31,
000, and such bids have been reviewed and tabulated.
Section 2. That the City Council hereby awards Bid No. B2000-015 for
sanitary sewer improvements on Shadow Creek Parkway (FM 2234) in the amount of
$1,941,602.85.
Section 3. The City Manager or his designee is hereby authorized to execute
a contract for sanitary sewer improvements on Shadow Creek Parkway (FM 2234).
PASSED, APPROVED and ADOPTED this the 10th day of
April , A.D., 2000.
TOM REID
MAYOR
ATTEST:
f
�•� ✓rid I
'• NG errsY SEETAY
APPROVED AS TO FORM:
DARRIN M COKER
CITY ATTORNEY
4,21
Cara Carter
::
Burgess
Consultants in Planning, Engineering, Architecture,
Construction Management, and Related Services
April 4, 2000
Mr. Michael Ross
Project Manager
3519 Liberty Drive
Pearland, Texas 77581
RE: Sanitary Sewer Improvements on
Shadow Creek Parkway (FM 2234)
B 00-015 S R F # 3393-02-04
Dear Mr. Ross:
On March 29, 2000, bids were received for the above referenced project with E. P.
Brady, Inc. being the apparent low bidder (See attached Bid Tabulation).
We recommend that the construction phase of this project be awarded to E. P. Brady,
Inc., based on the bid (Base Bid Unit Prices and Extra Work Unit Prices) amount of
$1,941,602.85.
Carter & Burgess, Inc. recommends that the alternate work shown on this bid proposal
be included into a separate contract at a later date.
The following discrepancies found were:
1) E. P. Brady, Inc. - Total Base Bid Price was incorrectly calculated which
resulted in a decrease from $1,942,494.05 to $1,941,602.85.
2) Troy Construction, Inc. - Total Base Bid Price was incorrectly calculated which
resulted in an increase from $2,574,364.00 to $2,577,364.50.
3) Zakheem AJS Contractors - Bid Item No. 7, 28,and 38 resulting in a Total Base
Bid Price increase from $3,624,008.50 to $3,624,186.50.
Carter & Burgess, Inc. Suite 300 55 Waugh Drive Houston, Texas 77007-5833
Mailing address: PO Box 131487 Houston, Texas 77219-1487 (713) 869-7900 Fax (713) 869-5502
Mr Michael Ross
April 4, 2000
Page 2 of 2
Should you have any questions or require additional information regarding this project,
please feel free to contact me.
Sincerely,
CARTER & BURGESS, INC.
Ka_c cat. k CA,,.=n
Keith R. Davis, P.E.
Project Engineer
KRD\kd
Enclosures
G:\1999-\99-3064.040\BI DAW ARD.LTR
Carter Burgess
c
Cr)
L
TOTAL PRICE
t8
O
8
N
o
8
N
N
0
8
w
cv
V)
O
8
to
V)
0
8
0
8o
N
S
Oi
V)
$
$
S
8
M
N
S
N
w
1N/1iNi
0
p
M
S79.735.00
$
o
N
$
1A
O
8
N
So
N
51,860.00
N
8
8
S480.00 S100.00 S2.000.00 S25.00 S500.00
0
y
01
M
_
W
uo0
�'
Z
$
8
pw
1n
p0
w
00"000'SZS
0
vi
N
$
of
N
$
$
0
w
0
w
8
8
N.
w
o
n
h
0.
u)
o
m
N
0
8
VI
N
oq
o0o
N
o
0
CO
$
0
N
0
w
o
$
01
0
$p
ul
V
C
O
TOTAL PRICE
O
O
Vl
N.
O
V
{'j
V)
O
0
o
0
Vl
O
O
8
h
$
o
r
S
10
0
w
u)
°I
$
S
Ui
to h
in
S
O
W
w
O
O
N
O
O
of
N
S
N
CON
0
O
loin
w
0
0
N
w
O
f0
V)
S
N
$
o
w
8
n
pp
N
O
p
)"'
UNIT PRICE
S75.000.00
N
n
N
8
fy
to
S
N
7
1
v1��,
N
VI
w
On1
w
p
O
tm7
1n
O
at
Nzei
$O1
r
1N
N
O
inq
co.
N
$
O
p
8
NN
N
p
8
O
N
O
O
lin
S
0
N
O
to
to
to
Pate & Pate Enterprises, Inc
UNIT PRICE TOTAL PRICE
o
0
O
bto
V)
o
1V
N
V)
S
8
a
w
58.000.00 I
O
8
N
8
8
01
w/
H
O
N
8
Oto
N
N
o
01
N
o
0
S115.000.00
N
o
co
40
9
-
0
m
1n
0
P
N
tO
co
o
N
O
y
p0
8
1n
OE'LS
8
SO
N
$20.00
51.00
8
o
8
V)
50.85
8
N
w
O
o
r-
N
o
0
w
O
S
N
O
8
N
O
p
N
N
O
O
V)
O
N
V)
O
N
w
$
N
O
0
In
S
n
$
in
Ferguson Contractors
TOTAL PRICE
o
o
8
N
o
a
8
N
$
Q
3
w
$
g
V)
Io0'000'oes
o
o
$�
8
o
a
n
N
S1,000.00
o
o
4Nry
N
o
0
S
1NA
o
0
op
to
in"
$
0
8
pp
N
$
o
$�
N
o
o
N
$
0
Vi
8
g oi
0
o
0
N
004OOES
o
R
N
4
N
N
UNIT PRICE
00
$
m
00
to
O
S
p
ti
8
co
'�
$
O
0
8
co
to
0
0
w
8
O
N
oS
8
cv
S
tOn
0)
O
O
w
0
IOn
N
O
S
0
y
0
b
uo
S
0
N
w
S
0
N
w
o
o
N
00'ooes
00OOPS
S
N
'^
E. P. Brady, Inc. Kenko, Inc. Colt Utilities, Inc.
ITEM SECTION
Ne. REFERENCE ITEM DESCRIPTION UNITS OTY UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE
S67.000.00
n
0-
N
S
8
CO
N
8
S
0
W
R
$
0
w
(8(p
V
N
a
N.
w
N
S
S
N
O
N
w
(0q
N
to
CO
O
S64.874.12
IO.
O
N
co
N
!7
N
II3O
•
N
11-
m
N
CO
m
N
N
N
t^m!
N
m
�t
N
0
$
V)
S
CO
N
w
520.00
S
N
N
0
^0. O
N
m
N
a
`*
a
tAtoo
ry
N
w
N
-
ImD
W
w
N
t0t1
V
w
S362.52
0
co
OOi,
V)
co
CO
V)
p
co
S
0
y
o
0
co
$
$
w
N
0
q
0
$
0
N
00
0
0
�0r1
M
I00'000'otS
O
0
1`i
r
{m�
M
O
$
0
O
0
0
N
0
521.000.00
o
o
p
co
N
0
O
q
?
m
100
V)
S34,800.00
O
O
0
w
u)
$
0
�
N
0
0
$}
1n
0
0
0
a
O
0
N
O
a
to
O
to
to
to
$
O
q
N
$8p
00'OLS
1
O
o
O
N
O
8
V)
8
O
1
8
N
N
O
1
O
O
H
OCT 00ES
O
N
$
TO
0
a
1tn
0
O
co
to
8
in-
0
�
O
N
�{
�`
$
N
h
$
0
yy
V)
tO�
Vj
$
(0
(p
.
1��'
V)
I0060006 LS
S23.400.00 I
O
to
N
Vl
N
a
y
S
N
h
WO
u)
to
N
O
a
V)
S
tV
0
0
$
00'S5E'LS
S435.00
S
o
N
S
N
V)
0
V)
N
N
n
S
0
N
N
$
O
N
o
O
w
pN
S
N
w
of
n
w
O
d
w
O
pp
w
w
8
$
w
N
5170.00
o
ta
0
N
0
0
y)
O
m
w
co
0
0
V)
0
w
N
0
{n�
VI
S
vi
1n
O
0
y
S
tyD
(V
S
10
VI
r-
N
r
8
S
w
r
of
I-
N
0
10
q
K
2
1`
w
N
-
N
N
LS
J
LS
2
9
LS
J
SY
aa
W
>
Q
W
VF
QQ
W
W
QQ
W
>
Q
W
QQ
W
VF
0
ca
j
-
v
a8
o a
U3
=
2 ,
Trench Safety
Traffic Control and Regulation
c
E
6
Control of Ground Water by Dewatering &
Depressurization.
Implementation of NPDES
Restoration of Unpaved Surfaces above New
Line Segments
Restoration of Pavement (All Tunes)
4' Diameter Sanitary Sewer Manhole (standard
8' Depth) (Precast) (Corrosion Resistant)
4' Diameter Sanitary Sewer Manhole (Extra
DeP th) (Precast) (Corrosion Resistnnfl
6' Diameter Sanitary Sewer Manhole (standard
S' Depth) (Precast) (Corrosion Resistant)
6' Diameter Sanitary Sewer Manhole (Extra
Dame) (Precast) (Corrosion Resistant)
8' Diameter Sanitary Sewer Manhole (standard
8' Depth) (Precast) (Corrosion Resistant)
8' Diameter Sanitary Sewer Manhole (Extra
De th) (Precast) (Corrosion Resistant)
P
8' Stub Out w/ Plug and Clamp
8' Standard (Fxtemall 3' Cron Connection
8' Standard (External) 3' Drop Connection
(Ertra Depth)
1 no Seth nut w/ Ptnn and Clamo
3
j0_
8
E
z
m
F
-11
c
w
ID
10' Standard (External) 3' Drop Connection
(Extra nonthl
.
i)
i o
N
0
N
0
10
0
N
0
N
0
r
0'
a
0
w
0
CON
0
o
0
o
0
CO N
0
CO
0
CO
0
CO
0
o
0
o
0
O
0
1O
0
3-
N
w
d
N
w
1--
w
01
0
'
iNi
.a-
.-
��-
co
.-
N
0
ell
1)
Cut -Meer mgd.x15
gi
•Out'6u)pe(5-soxej
TOTAL PRICE
51
o
N
0
10
N
o
00S
p
O
)
s
01
N
0m
S
O
y)
0m
O
d
y)
0
N
N
N
0
V
In
to
N
S162.450.00
S173.502.00
S
o
co
N
S
n
N
to
N
00"SEE'4ESS
S39.525.00
to
CV
o
ot
w
ti U
a
Z0
7
S
8
N
•
o
oO
S
N
g
S
N
N
g
80
(V
N
o
q
vOv��
N
nj
N
8
ON
N
8
6
N
8
O(�
N
S
NN
N
00'06S
0q
N
IA
0
N
N
0
N
N
0
0
Vl
S155.00
0
N
N
j •our 'uoµpruysuo3 Awl
TOTAL PRICE
Sr�
in
gS
N
'�`
8
in
S
(rq
/)
o
U)
o
g
N
S
8
vni
0
q
m
N
co
S
8 El
P
m
vd)
q
441i.
o
()
q
CO
()
m
r
N
0
3
$
N
till.
n
N
0m�
cS
N
0o
v
(
0
o
'�,
N
w
a
z
S
S
S
N
$
S
ul
co
8$$S
N
d(0
upN
S72.60
p-
ire.;
So
too
N
tn o
N
N
n
I
O
co
mt
NN
_
y0hi
0
C
LIS
1
oil
0
O
a
TOTAL PRICE
O
S850.00 I
O
O
O
O
ydj
p
O
8
N
S
VN
S
8
co
N
S
aD
O
N
N
S3.045.00
0
p
In
q
o
O
N
to
coN
d
(7
0
N
y
N
m
n
N
O
00'00940PS
0
O
O
N
co
UNIT PRICE
S
N
N
S425.00
528.00
S
N
O
O
N
0
pp
N
N
O
m
N
547.00
8
n
N
N
0
N
N
0
II)
N
(0
N
O
j))
n
N
u>
n
CO
N
O
o
d
N
0
0
4)
S
of
N
Ferguson Contractors
TOTAL PRICE
o
S800.00
o
g,
N
S1,000.00
owo
p
y
o
0.
N
Ti-)
o
m
N
S
8
N
N
N
S
N
N
to
o
0.
m
N
q
m
N
N
n
g
S521.880.00
•
a
0
N
in
0
to
N
0
0
0
op
G9
N
UNIT PRICE
o
o
2
o
pyO
Np
00'0£S
S
o
w
$1.000.00
S
0
V)
0
t)'
VVl)
S
N
o
py
to
o
N
o
N
O
N
5100.00
oD SoLS
O
N
O
O
N
O
O
N
N
TOTAL PRICE
d
r(pp
NNN
¢d�
)U
PVp
(�
N
0co
tNti�
O)
N
U))
N
S381.60
0
N
N
y
S8.682.08
N
0
y
0
to
yn
N
c,i0
d
N
N
N
N
co
yco
co
0
q
M
V
m co
10
N
N
m
0)
VNl
0
ry
(0
NN,
CO
N
UNIT PRICE
N
n
8
N
N
d
m
N
m
8EI
ca
O�O
N
n
n
a
N
co
N
S49.33
N
N
0
u)
1n
UNj'
V
N
549.06
m
OD
In
S
co
N
Nu
co
N
no
n
N
In
m
40
m
E. P. Brady, Inc. I Kenko, Inc. [
TOTAL PRICE
S
O
to
8
VO
V)
0
N
0
coN
8
O
to
N
O
8in
N
S3.344.00
8
d
N •
8
N
N
d
N47)
U0•l
to
y to
oi
m
N
d
Wp
a
p
0
N
N
Y'N1
N
N to
0
N
b
N
w
U
Q
6
2
7
O
o
O
O^
N
S
N
N
0
N
N
p
8
N
N
S15.00
O
O
N
8
N
O
N
N
521.00
O
b
N
O
N
O
Oni
N
O
O
O
N
00
N
N
O
O
N
N
O
0
.-
N
00
N
N
TOTAL PRICE
oS
N
N
0
cl
0S
to
N
ED
N
o
N
N
g
N
to
N
N
cn
co
0
!
m
0
ydj
0
m
N
S
o
N
Ill
6
A.
Z
7
O
t(pl
N
O
co
N
N
S
N
O
O
N
S
N
N
S
tj
N
S1.00
N
y(�
(O
S
p
N
(yam
N
W
co
O
O
N
N
rn-
N
NO
N
h
O
co
V)
Od•
Y)
h
O
a00
N
OTy
.-
co
r-
co
5.000
n
n
No,
0)i•
r-
in
N
r-
0.
r-
O)
n
r.-'
N
255
m
/y-
Z
Q
w
a
6
�J
<
W
>
N
LF
U.
�
J
J
J
J
U.
rya,
J
J
J
SECTION
REFERENCE ITEM DESCRIPTION
12• Stub Out w/ Plug and Clamp
12• Standard (External) 3' Drop Connection
12- Standard (External) 3' Drop Connection
(Extra Depth)
186 Stub Out w/ Plua and Clamp
1B• Standard (External) 3' Cron Connection
18• Standard (External) 3' Drop Connection
(ExtraDeothl
Ciearinoand Grubbinc
12' Gravity Sanitary Sewer (20-22 ft). Coen -Cut
R• rmvity San_ Swr. (All Deothsl. Coen -Cut
J
y
o
op
❑
a
n
v
z
s
1 R• Gravity San Swr. (711-22 tt1. Onen-Cut
18- Gravity San. Swr. (22.24 ft), Open -Cut
O
x
N
or
v
c
v
z
's
t
42 Cravi1v Sanitary Sewer (22-24 ft). Onen-Cut
dY Gravity Sanitary Sewer (24-28 ft) Open -Cut
42• Gravity Sanitary Sewer (25-28 ft) Open -Cut
424 Gravity Sanitary Sewer (28-30 ft).Coen-Cut
Auger or Bore & Jack 12- Gravity Sanitary
Sewer With SO Steel Casino (All Denths)
i
O
O
I
N
CD
m
N
0
coN
CD
m•
O
N
O
NO
N
O
N2
O
O
2
O
N
O
N
O
N
O
N
0
m
t--
N
toN
d
U)
N
ton
CVN
N
N
O
N
(0
to
N
co
N
Pt
co
00
(9
N0
n
co
N
ap
0
m
0
E
1'.
0
N
arling, Inc.
TOTAL PRICE
o
O
o
2x
0
O
(0
O
2
a
N
0
N
`*
ci$
a
52,712,442.00
0
ton
Vin
N
0
O
N
0
O
10
N
0
O1
N
N
Troy Construction, Inc.
UNIT PRICE TOTAL PRICE
o O
No
O
to
N
o
N
a
N
O
O
CI
j0
00'806'85 LS OOL829
5274.00
nOo
5717.00
Pate & Pate Enterprises, Inc
UNIT PRICE TOTAL PRICE
o
O
n
En
o
q
OO
a
N
O
EnN
ED
N.
N
O
O
N.
N
0
b
inO
ui
s
N
N
O
O
O
co
O)
O
to o
1
N
O
m
n
inN
O
En
SECTION
REFERENCE ITEM OESCRIP11ON UNITS CITY UNIT PRICE TOTAL PRICE UNIT PRICE [ TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE
O
q
o 0
Oi
N
539,600.00
5121,550.00
00
O
N
17)
52,051,638.00
O
O�
V)
O
2
o
0
2
(0V�
0
CO
N
(0
inv)
N
d
UUUV���
(0Co
COmy
N
Ir
toil
al
W
cq
0)
N
CO
N.
0
0
N
N
cr
p6
N
m
0)
V)
40 N
o0)
N
NE
m
CO
Vl
0
o
ID
N
538,280.00
0
o
m
(0
y
584.700.00
0
q
el
a
021•
N
o
O
o
co
O
O
ON
N
O
O
O
in
O
to
n
N
o
q
o
O
`v
o
O
oy
M
n
V)
O
O
N
m
N
5101.640.00
m
N
m
:
m
1)
5365.00
O
q
O
co
O
O
o
En
INI)
O
O
O
N
1No
m
187
484
J
J
J
J
Auger or Bore & Jack 18" Gravity Sanitary
'Sewer With 30- Steel Casing (All Depths)
Auger or Bore & Jack 36* Gravity Sanitary
Sewer with 48' Steel Casing (all depths)
Auger or Bore & Jack 42' Gravity Sanitary
Sewer with 54' SteeI Casing (all depths)
Se f'.ravitv Sanitary SPWPr 176-30 M. Coen -Cut
i
gg
3
o
gg
d
0
o
(
O
m
a
d
V
Texas -Sterling, Inc.
UNIT PRICE TOTAL PRICE
00'0004l5
0
0
0)
0
O
V)
0
O
N
ruction, Inc.
TOTAL PRICE
O
0.
En
O
O
01
En
54,000.00 ( 56.000.00
o
O
EnN
o
O
O
o
o
00'009'65
55.00
O
o
N
5500.00
0
N
N
0
N
S25 00
E. P. Brady, Inc. Kenko, Inc. Colt Utilities, Inc.
oTy UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE
8
o
N
0
o
(1)
o
o
V)
o
o
N
0
0
O
N
s
N
N
O
O
(0
512.00
O
O
to
N
53,750.00
if'
t-
N
O
N
N
0
S
o
r
()
o
f-
1
It
LL
Extra Crushed Rock to Obtain Stable Trench
i
r
R
in
n
N
52.715.442.00
52.577.364.00
52.079.245.60
52.054.638.00
52.016.748.38
51.942.683.00
51.941.60265
co
O
Total bid price of base bid iterns 1 to 42 and extra work items
•
0
Q1
0
Cutheer mod.xls
/
mC
0
TOTAL PRICE
e
\
E
:o
§
Q
k
e
)
a
§8
d)
ow
Ali S282.717.92 5280,790.00 S268.761.80 S280,668.00 I S406,440.00
in
g
(
\
\
0
)
;
a
q
;
k
•oui'uoµorulsuo3 Aoa1
TOTAL PRICE
\
o
0
/
\
a
\
\
UNIT PRICE
;
§
j
8
§
8
§
§
572.60
;
§
Pate & Pate Enterprises, Inc
TOTAL PRICE
o
to
)
g
§§
a
}k
to
dk§
UNIT PRICE
8
!
0
j
j
$46.70
§
2
Ferguson Contractors
TOTAL PRICE
,
\
549.500.00.
0
q
\
a
(
q
0
)
UNIT PRICE
o
o
to
ter
o
o
in
.
\
w
;
§
.
.
Colt Utilities, Inc.
TOTAL PRICE
(
5
8
§
3;
0
(
;
®
»
)
8
j
0
\
G
2
k
\
,
,
,
,
\
ALTERNATE SID ITEMS i E. P. Brady, Inc. ' Kenko, Inc.
TOTAL PRICE
,
-
,
S30,324.00_
m
®
a
\
8
CO
§
W
a.
§
8
/
8
5
8
«
a
/
k
k
2
TOTAL PRICE
o0
§
k
S34.350.00
!
coE
/
;
/
;
Q.
a
E§
8
8
E
q
E
;
2
0
k
OTy
800
900
458
P
!
§
a
r
LF
LF
5
LF
LF
!
NOLLd1dOS30 1131I
Extend 18' Sanitary Sewer at County Line
south. (Ali Depths)
Extend 12- Sanitary Sewer shown "By Other on
Sheet 23 south. (Ali Depths)
Install 18' Sanitary Sewer east of Krby shown
as future on the plans (20 - 22 ft)
Install 18' Sanitary Sewer east of Krby shown
as future on the plans (20 - 22 ft)
Install 12' Sanitary Sewer shown as future on
sheet 18 (20- 22 ft)
Extend 36' Sanitary Sewer south along Kirby
Road (22 - 24 ft)
Auger or Bore 8 Jack 12" Gravity Sanitary
Sewer with 18' Steel Casino on sheet 18
SECTION
REFERENCE
02521
02531
0
02531
02531
/
tg
0
CO
w
S2715.442.00
52577.364.00
S2.079,245.60
S2,054.638.00
S2.016,748.38
8
\
S1,941,602.85
0
92
0
8
}
\
8
\or
S268.761.80
S280.790.00
8
k
co
tO
S377.276.00
Cut;neer mod.x6
ENGINEER'S ESTIMATE 1
TOTAL PRICE
S90.000,00
0o
o
{7
N
S35.000.00
o
o
8
N
0
0
S}}
N
$
0
$
N
S63.620.00
0�
O N
0
o
O
N
0
o
N
N
S115.000.00
0
gyp'
vl
0
0
{0
8
0
0
S
y
0
9y
N
0
a O
0
y�
V)
$
O
00'00E'LS
o
h
UNIT PRICE
N
p
8
O
N
S
$
UI
H
SO
O
O
V
�1��
N
o
§
$
N
S
N
$
0
N
S180.00
$8
W
00
O-
N
00'009S
S
N
00
0
00
h
S
N
AVG OF ALL BIDS
TOTAL PRICE
o.
tFV�(y
V)
N
9n
{Opi
tO�
O
N
tpO
N
N
h
0
cn
f0
h
thy,
yO
t0
t7
V)
a
ym
of
°'
N
to
O
N
`�
N
0
amp
O
N
to
h
V)
aryl
h.
N
m
in
Opi
Vnhl
m
O
Co
N
N
N
�
q
CO
con
N
$
nco
h
h
4.10N
(0
lV
V
2
Z
7
n
N
N
Ott
N
{N
N
t0
N
O)
N
N
VIo
NCO
N
h
0
N
N
N
N
rt..to
o
N
m
h
N
to
h
O
N
.N-
n
N
N
N41.
0
la
Vj
m
N
N
O
n
N
9
tD
N
AVG OF 3 LOW BIDS
TOTAL PRICE
0
mN
V
N
m
m
N
N
8
po
m
N
"�
m
m
N
00•
O
{O��
h
t0
$
of
N
q
.-
1p
N
$
$
N
0
.Nj
N
0
�yy
Ni)
cni,
to
N
N
N
m
DI
N
2
N
ct4.1
N
SO'OOE'ES
0
tj
N
0
N
in
p
h
m
O
It
N
UNIT PRICE
N
la
pp
Opi
VNl
S
N
O
N
8
ID
co N
N
N
O
N
V)
N
CO
N
•-•
N
VI
U))
N
V
N
N. N
tom
N
0
!N
V)
1-
N
N
N
N
N
to
N
Zakheem AJS Construction
TOTAL PRICE
O
q
525.448.00
0
8
N
0
O
O
N
0
8.
N
N
0
8
O
V)
$19.086.00 l
p$
h
ON
O
O
NV
O
V
N
O
O
NN
N
O
O
V
in
n00'05L'LS
O
o
N
S18.600.00
00'00ES
0
N
in -
N0
6
0.
Zry
7
O
$
0
$
N
O
O
S
N
O
h
O
0
o
1.
O
N
N
fO�
N
O
o
N
0
N
8
O
N
N
O
o
N
0
to
0
O
V)
0
o
o
IN
/)
S200.00
0
V)
0
0
N
0
in
N
C
TOTAL PRICE
o
So
S
tni
N
O
N
O
O
O
$
N
h
OO
o
80.
N
O
$
ve
O
V
N.
M
$
Q
N
O
0
N
O
O
V
O
N
oOl7
N
0
O
CO
O
N
N
N
to
y
N
N
Vi
y
�j
100
N
O
v0)
N
O
o
h.
CO
R
a.
b0
o
$
N
$
o
S
$
FN3
o
0
$
00 LS
o
po
N
0
w
t
o
w
0
o
N
0
N
0
6
0
at
$
o
0
in
C
TOTAL PRICE
O
o
00
o
h
O
V
N
N
$
O
0
N
$
$
V
N
O
O
0
In
O
y
N
0
N
h
N
V
$
O
N
O
o
p
N
O
O
V
00°000'9) LS
$
0
y
0
O
S
0
N
00
,613
O
0
O
O
aN')
N
0
O
O
N
N
N
0
N
$
0
O
W
h
O
0
b
fN/1
C
Z
p
8
W
N
O
O
N
O
O
S
N
$
N
N
O
yj
N
Q�
y)
N
0
VNj
$
N
tOD
N
0
N
N
Q
$
VNj
S280.00
Q
$
N
O
00]
tN�
S340.00
O
m
N
O
N
N
0
0
O
m
O
S
VI7
C
-Oj
TOTAL PRICE
0
o
8
N
0
A
N.
O
0
o
0
N
$
N
0
0
8
N
0
o
8
h
0
O
n
N
N
0
o
o
0
o
8
{h�
V
S25.500.00
0
$
N
N
o
oyy
tPr
$
0
8
N
o
0
8
o.la/1
1/1
8
8
8
8
N
0
0
0
N
00'00LS
0
$
N
0
8
h
0
(i
z
o
8o
O
IN/)
0
80
N
$
O
N
o
8o
6
y
O
S40.00
$4,000.00
O
O
$
S
N
O
O
N
O
po
o
in
0
O
H
0
O
0
.6$
N
N
0
O
S1.000.00
8
O
.-
DJ
n
N
.-
pp
O
VV
3,000
.-
o
N
Di
W
Vo)
23
431
V
n
CO
m
•-
N
N
h
Z
J
U.
LS
LI-
J
N
6
6
>
6
6
VF
ITEM DESCRIPTION
0
E
j
t
0
138
c v
49
a 9
Trench Safety
Traffic Control and Regulation
Flagmen
Control of Ground Water by Dewatering &
Depressurization.
Implementation of NPDES
Restoration of Unpaved Surfaces above New
Line Segments
Restoration of Pavement (All Types)
4' Diameter Sanitary Sewer Manhole (standard
8' Depth) (Precast) (Corrosion Resistant)
4' Diameter Sanitary Sewer Manhole (Extra
Depth) (Precast) (Corrosion Resistant)
6' Diameter Sanitary Sewer Manhole (standard
8' Depth) (Precast) (Corrosion Resistant)
6' Diameter Sanitary Sewer Manhole (Extra
Depth) (Precast) (Corrosion Resistant)
8' Diameter Sanitary Sewer Manhole (standard
8' Depth) (Precast) (Corrosion Resistant)
8' Diameter Sanitary Sewer Manhole (Extra
Depth) (Precast) (Corrosion Resistant)
8' Stub Out w/ Plug and Camp
8' Standard (External) 3' Droo Connection
8' Standard (External) 3' Drop Connection
(Extra Depth)
10' Stub Out w/ Plug and Clamp
10' Standard (External) 3' Drop Connection
10' Standard (External) 3' Drop Connection
(Extra Depth)
2
O
V
W
N
a
U
6
ICV))
W
LL
WW
It
N
O
01526
01555
01555
01563 I
Gi
O
0
h
O
01740
N
p
N
0
N
0
N
0
02082
N
N
O
N
O
N
0
O
n2082
02082
NCO h
O
02082
N
CO
O
02082
M11
C
OO
2
�-
N
N
V
N
l0
h
CO
T
O
^
N
h
It
N
N
.h-
N^
N
co
0
w
0
ENGINEER'S ESTIMATE
TOTAL PRICE
5850.00
08
III
N
o
O
S
N
SS
N
O
O
O
o0
NN
0S
N
Vl
O
NO to
N
O
O
o
to
N
oOS
O
O
N
N
OO
o
It
N
N
O
CO
N
N
CO
aN
anco o
S
o
tri
W
Fc
a
t
n
S850.00
OCEOSLS
8
n
N
S
.
in-
8
N
8
poi
N
N
N
8
N
8
D.
N
8
N
8
S
N
n
Ip
n
V)
0
om
VI
0.
m
N
o
o
v°'i
AVG OF ALL BIDS
TOTAL PRICE
Ol
yy
O
SN
N
ONi
N
v
.
10
O
V
N
b
O
N
m
co
N
N
N
N
ID
0
O
N
N
o
N
N
co.
N
COIt
N
co
N
N
a
m
Oi
N
N
N
W
n
N
^
0
V
ED w(
ED
N
1p
`?
w
4
d
0
in
pi
0
co
N
UNIT PRICE
5716.39
O
a
N
m
V
N
N
O
Pi
<
y
coVa
N
N
a
N
o
N
V
N
N
558.15
{{00
N
N
N
U)
o
N
o
N
10
o
N
(0
to
N
t00
r.b
y
co
a
N
AVG OF 3 LOW BIDS
TOTAL PRICE
N
n
oco
N
t`i
N
a
o
N
N
564427
m
o
N
n
N
8
N
�p
ro
n
N
t°1p
N
CO
po)
m
N
o
(N(�
N
el
p�'
np�.
N
a
r--
m
0
N
o
W
G.
N
N
to
1yyD
(7
00
m
vi
in"
toOo
o
n
to
n
pi
I=
N
Cr)
to
0
m
N
UNIT PRICE
n
O
N
O
t0
a
V
t0
(y
N
N
N
a
N
0)
co
q
N
Ci
N
N
50.94
N
N
to
N
N
N.
t.)
N
N
N
N
ry
11
N
N
N
O
t0
N
M
O
N
uul
.a-ai
y
N
N
tnil
N
V)
o
d
VI
uN)
ON)
N
Zakheem AJS Construction
TOTAL PRICE
5700.00
S
0
Y0)
pN)
5350.00
S
S
N
0
�0y
N
0
vI0
N
O
b
N
0
N
0
N
N
V
O
0)
vNto Ni
O
tN0
S
V
N
D.
N
S995.921.00
N
N
�00
0
O
co
Spp
V
O
N
W
U
E.
t
Z
5700.00
o
O
((a. o.
N
5250.00
0
O
{t{oy
N
51.000.00
o
O
100
N
O
47)
O
O
INO
N
o
O
N
N
0
o
N
10
0
N
4
10
O
O
co
N
O
O
0
N
0
N
0)
V)
0
0
N
0
O
N
N
N
O
N
N
N
0
{O�
N
N
O
C
O
()
U
TOTAL PRICE,
S
S
8
pp
O
NV)
8
(�
N
N
co
8
p
8
8
S
N
O
0
O
S
N
O
0
R{
N
S
tri
co
N
O
ui
Vl
0
N
0
5218.405.00
aat
Ioi
N
N
S
ot
uj
N
•
O
tO
In0
O
vo
N
N
o
N
N
INII
0
O
UNIT PRICE
o
S
hzo-
00'OOLS
o$
pO
0
o
DI.
Nh
N
e
o
o
0n
8
N
__. 5125.00
q
N"
N
qo
NNirn-
S187.00
o
n
t0
5181.00
5182.00
S
No
o
Cr)"N
C
5
TOTAL PRICE
5420.00
8
N
N.V
N
8
m
H
8
O
N
8
g
N
8
N
N
8
S
N ED
0S
N
N
54.800.00
V
N
o
,-
N
N
0
N
ON
d
co
N
cn
N
g
0
y
in
N
o
N
N
to
N
oo
co
Vi
Dr
N
00 008•ovs
d
to
to
N
W
Q
a
t
Z
o
yNy
N
S
0
W
N
O
0
)')
N
o
0
II..
N
8
$
V
N
5160.00
t?
N
o
TO-
N
00
0
R
o•
N
o
00
N
S
S
TO
0
<
N
0
0
N
N
0
N
S
N
o
tp
V)
oo.00es
C
O
0
13
TOTAL PRICE
O
N
8
8
h
O
N
00S
S
N
8
8
N
O
0
8
o
ip
N
N
p
8
S
N
O
N
N
tan
0
o
tr;N
N
0
8
O
O
N
N
S
N
O
co
n
N
O
al
N
us
2
o
tn
UNIT PRICE
8
O
to
N
$
S
D:IOh,
8
$
p8
O
VNl•
S
N
N
Nin8
S
0
yyo
N
0
yN
x
o
N
o
0
N
0
N
N
0
t00
10
0
(00
V)
von)
0
Kr
N
o
0
to
to
176
75
1.805
4.349
2.157
255
cri
N ZW
QQ
W
VF
N
J
JJJ
J
LF
J
LF
LF
LF
J
Z
O
0
N
W
O
—VI
0 0
F W
W W
N W
12' Stub Out w/ Plug and Clamp
12- Standard (External) 3' Drop Connection
12' Standard (External) 3' Drop Connection
(Extra Depth)
18' Stub Out w/ Plug and Clamp
18" Standard (External) 3' Drop Connection
18' Standard (External) 3' Drop Connection
(Extra Depth)
O
2
U
Is
c
0
p
U
12- Gravity Sanitary Sewer (20-22 ft), Open -Cut
8' Gravity San. Swr. (All Depths). Open -Cut
10' Gravity San. Swr. (Alt Depths). Open -Cut
18' Gravity San. Swr. (20-22 ft), Open -Cut
18' Gravity San. Swr. (22-24 ft) Coen -Cut
36' Gravity Sanitary Sewer (24-26 ft), Open -Cut
42' Gravity Sanitary Sewer (22-24 ft). Open -Cut
42' Gravity Sanitary Sewer (24-26 ft) Open -Cut
42' Gravity Sanitary Sewer (26-28 ft). Open -Cut
42' Gravity Sanitary Sewer (28-30 ft). Open -Cut
Auger or Bore & Jack 12' Gravity Sanitary
Sewer With 30' Steel Casing (All Depths)
N
o
ONO
0
N
0
02082
N
0
02082
�0�y
0
N
0
t0
0
U'NI
0
N
0
M
in
0
02531
02531
n9F91
CI
0
02531
00
ITEM
No.
tV
N
N
a
N
N
t0
N
I
28
I
N
N
O
N
C)
I
N
Cr)N
o
,tN
M
t0
N
n
Cr)
N
N
to
0
a)
2
4x
0
ENGINEER'S ESTIMATE
TOTAL PRICE
m
°
k
549.500.00
51549950.00
S2,996,085.00
o
\
UNIT PRICE
q
k
§
e0
§
§
AVG OF ALL BIDS
TOTAL PRICE
)
n
®
§
} )
r.
\
0
o. Z w
S400.01
NI
\
to
/ k
AVG OF 3 LOW BIDS
TOTAL PRICE
,
/
0
,
\
\
§
§
a
qq
k
iin
n
to
coco m
.
Zakheem AJS Construction
TOTAL PRICE
o q co
/
o
±
j
0
\
53421,68650
0
§
§
[
\
§
k
0
TOTAL PRICE
to o
544.154,00
5117,436.00
5142,780.00
53,167,185.00
0
UNIT PRICE
5490.00
a
§
5628.00
§
TOTAL PRICE
G
10
�o in#
]
(
§
II UNIT PRICE
q
q q q
{
TOTAL PRICE
)
5
/
]
®
&
o
$
@
§
UNIT PRICE
o15
§
)
§
t
=
_
,
!
z
u.
-
LF
LF
LF
§
§
Auger or Bore & Jack 18° Gravity Sanitary
Sewer With 30° Steel Casing (All Depths)
Auger or Bore & Jack 36' Gravity Sanitary
Sewer with 48• Steel Casin• (all depths)
Auger or Bore & Jack 42• Gravity Sanitary
Sewer with 54° Steel Casin • (all depths)
54• Gravi Sanita Sewer (26-30 ft), Open -Cut
SECTION
REFERENC
02448
02448
02531
§
)
,
40
41
42
§
ce
k
)
&
\
to
k
ro
\
0
/
0
)
|
8
k
§
in
k
TOTAL PRICE
°
k
e
;
;
d
;
®
7
w
§
z
a
£;
;
TOTAL PRICE
5931.82
§
§
UNIT PRICE
k
d
a
B
TOTAL PRICE
:
;
j
#
}
#
§
r
B
5
TOTAL PRICE
\
52.000.00
}
L.
tog
520.00
TOTAL PRICE
)
&
o
§
0
}
w
[
a
2
e
B
TOTAL PRICE
\
\
\
UNIT PRICE
q°
S
k
TOTAL PRICE
(
;
(
;
(
;
UNIT PRICE
2
§
§
§
§
§
5
SECTION
REFERENC ITEM DESCRIPTION
02317 'Extra Excavation
I �
02531 (Extra Crushed Rock to Obtain Stable Trench
§
)
,
,
53.000.085.00
52,516,374.23
51.967.011.41
S3,624,186.50
S3,171,185.00
52.787,66520
S2.769,356.00
Total bid price of base bid items 1 to 42 and extra work items 1 to 2
0
;
a
>
to
k
&
§
k
)
2
ti
ci
0
k
TOTAL PRICE
o
(
B
,
(
in,
,
(
o
/
a
,
,
.
5406,480.00
UNIT PRICE
ko
)
590.00
k
)
j
5260.00
TOTAL PRICE
CV ell
)
562.082.00
§
-
m
,
§
co
-
in G.
to
cti
,
$18.327.00
\
z
k
\
co
\
/
)
CO
TOTAL PRICE
\
!
\
CV
,
§
Tzt-
COCO
\
-
cu
,0
azi
_
$282.266.64
UNIT PRICE
\
\
2
k
}
(
\
TOTAL PRICE
0
j
3149.400.00
qci
k
j(
j
a
k§
a
to
w
a.Z
§
2•
§
§cl!
)
UU UGGs
00'90ZS
TOTAL PRICE
q
o
567.500.00
)
ci
In
.
6
co
.
8
it;o
0
ot
ro
,
)
G.
\
CO
UNIT PRICE
[
;
\
[
8
§
[
a;
§
TOTAL PRICE
,
(k
co§
001O60'64S
.
aco
to
UU UUH tiIS
00000'OSLS
(,
0
_
Z
o
a
S
o
;
j
k
j
j
TOTAL PRICE
S
§
§
G
§
&
k
±
B
§
Q
8
!
&
5150.000.00
GJA inn nn
k
w
-
0.Z
2
;
§
§
§
k
uU usks
00'OStS
CITY
§
§
i
722
!
§
G
r9
-I
-J
LE
LF
F
ITEM DESCRIPTION
Extend 18' Sanitary Sewer at County Line
south. (All Depths)
Extend 12' Sanitary Sewer shown 'Ey Other' on
Sheet 23 south. (AII Depths)
Install 18' Sanitary Sewer east of Kirby shown
as future on the plans (20 - 22 ft)
Install 18- Sanitary Sewer east of Kirby shown
as future on the plans (20 - 22 ft)
Install 12- Sanitary Sewer shown as future on
sheet 18 (20- 22 ft)
Extend 36' Sanitary Sewer south along Kirby
Road (22 - 24 ft)
Auger or Sore 8 Jack 12' Gravity Sanitary
Sewer with 18' Steel Casing on sheet 18
(/
(
k
)
)
02531
)
02448
|)
r
,
,
a
,
,
n
8
§
S2.516.374.23
51.967.011.41
53,624,186.50
S2,787.665.20
$2.769.356.00
§
§
$383.486.70
4
\
S756,134.00
8
mot
cro
$450.776.00
8
Alternate Price
•
oo
ift