2010-064 RES FINAL PAYMENT AND CLOSING OUT OF CONTRACT FOR WATER & WASTEWATER CAP IMPROVEMENT PHASE II 2009RESOLUTION NO. 2010-064
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PARIS, TEXAS,
APPROVING CHANGE ORDER NO. ONE, FINAL PAYMEIVT AND CLOSING OUT OF
THE CONTRACT FOR THE WATER AND WASTEWATER CAPITAL IMPROVEMENT
PHASE II 2009 IN THE CITY OF PARIS; MAKING OTHER FINDINGS AND
PROVISIONS RELATED TO THE SUBJECT; AND DECLARING A1V EFFECTIVE DATE.
WHEREAS, the City Council of the City of Paris did heretofore, on the 13th day of July, 2009,
in Resolution No. 2009-072, award the contract for the "Water and Wastewater Capital
Improvements Phase 112009" which consisted of replacement of the Culbertson Street Water Line,
the Cleveland Street Sewer Line and the Washington Street Sewer Line to B. Bray Construction
Company of Paris, Texas; and,
WHEREAS, the City Engineer recommends that Change Order No. One, attached hereto as
Exhibit "A" be approved, final payment be made and the closing of the contract for said project be
accepted based upon the completion of said water and sewer construction project; and,
WHEREAS, Change Order No. One, the final payment to B. Bray Construction Company and
the closing of said construction contract should, in all things, be approved and the City manager
should be authorized to execute any necessary documents.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PARIS,
TEXAS:
Section 1. That the findings set out in the preamble of this resolution are hereby in all
things approved.
Section 2. That Change Order No. One, the final payment to B. Bray Construction Company
be approved and the closing of the Contract for the Water and Wastewater Capital improvement
Phase II 2009" be accepted upon receipt of an executed Final Payment and Release of All Claims
Affidavit by B. Bray Construction Company.
Section 3. That the City Manager be, and he is hereby, authorized and directed to
execute, on behalf of the City of Paris, Change Order No. One attached hereto as Exhibit "A".
Section 4. That this resolution shall be effective from and after the date of passage.
PASSED AND APPROVED this 14th day of June, 2010.
P ~
Will Biard, Mayor
ATTEST:
ice Ellis, City Clerk
APPROVED AS TO FORM:
W. Kent McIlyar ity A orney
n
~
3
V
o'
m
3
(D
0
st
M
3
~
D
°
~
T (D
N '
A
00
3 °1
3a
m~
Za
v
m;
03
CD
~
0
=r
t
o
O
~
~
d
~
O
7
~
~
0
m
3
~
7
G
G
S
(D
to
o~
m
3
m
~
C
O
A
d
G
~
n
1
W
0
s
d
m'
m
O
C
N
z
O
O O 0
w d
~ O N
C C 0
oo~
a~.►
Vr N O
n o
~ C
01 y
7
(D 0
o~
U3
aCD
t0 Efl N
~ O v
~
~ ~OCODIi
O O O O
CN7~
A
W
N
-
O
tO
W
-I
W
CT
A
W
N
O
CO
OD
-I
~
CT
A
W
N
"
~
~M
~
G~
IT
C~
fn
O
0
0
N
CT
G
[
Q
~
p
TI
q
OD
(7
g
~
N
N
q
C~
N
O
(D
N
0
~
T
p)
(
p
~
~
fD
N
~
O
_
T
O
~
~
~
w
O
v
C
C
UJ
7
a
~
61
p
j
~
N
~
O
<
m
z
a
~
N
-
L
N
O
'
Q
a
0
I
w
w
a
7
~
0
c
~
~
y
~
~
+
m
O
.
~
y
~
W
.
N
Q
Q
7
X
7
N
ii
t
<
m
~
~
7
p
N
rn
j
~
~
fD
ai
O
VJ
~
~
v,
~
~
v,
~
cn
~
rn
n
0
~
c~
.
~
3
~
<
10
.
y
i-
-
01
O
~
"
Cn
X.
~
j
7
N
~
C
y
N
N
N
N
~
fzf
~
~
N
~
,
~
(n
~
N
N
=
~
N
~
fD
N
t
y
~
~
j
~
•
~
N
n
n
C..
~
C
~
u
'
~
fp
ii
t
~
c
~
m
y
m
w
ry
o-
rn ~
p
0
o
o
c
w
m
~
~p
N
~
o
~
'
(l)
Q
u~i
<
(D
O.
<
O
'D
*
0)
N
(D
O
C
0
m
n
N
~
v
a
a)
°
<
n
<
n
CD
o
i
n
~
p
~
y
~
(D
`D
°
m
m
m
y
~
r"
n
~
O
r
~
m
1
<
(D
o
• •
~
~
@
N
J
~
(D
N
~ ~
j
00
G)
OD
Q
p,
0
N
C)
Z
m
r
m
m
o~
~
?n
~
3
m
°
~
°
'
~
~
~
<
0
<
o
v
0
m
~C
DZ
~T'I
y
r
T
r
T
r
(n
~T1
D
r
-l
r
T
r
T
r
T
r
T
r
TI
D
tn
~
cn
~
~TI
D
~T'1
D
m
D
~T'I
D
r
TI
r
(n
(T1
D
~T1
D
r
-n
tn
~
r
-n
C~
;0 O
m
~
pn
O
Z
r
N
W
Cn
J
O
~
V
CO
O
C~0
t0
0
0
V
W
N
Oo
A
OO
0
N
0
V
~
A
O
CT
fT
A
O
O)
CT
~
O
-Z
O
~
Z
1
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
~
ov
n
m
v
N
CT
V
O
o
~
fC
0
fO
0
CO
0
-1
W
V
W
?
v
N
~
-4
~
N
w
N
rn
oO
o
O
O
l
t,
O
O
O
O
O
O
O
O
O
O
O
O
Z
m
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
D
p
m
m
~
O
O
O
O
~
O
N
t~O
CJ~
O
O
W
~
C7~
?
W
N
~
~
O
N
W
A
CNO
O
W
V
O
~
N
Z G
~
m
0
M
O
O
O
O
C
O
~
O
O
O
O
O
.
O
O
O
O
C
O
O
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
,
0
O
0
O
O
O
O
O
O
O
O
O
O
O
m
-1 0
~
~
N
m
fA
En
En
N►
~
ffl
EA
~ C
0
EN
O
OD
N
49
N
D
O
~
V
EA
O
N
v
Efl
EN
n.-
O
N
y~
?
O
O
~
y!
A
y►
A
N
~
W
O
N
(N1~
0
.
0
.
0
.
0
.
A
.
0
.
0
.
0
.
W
.
IN T
.
A
.
m
.
O
0
.
O
0
.
O
O
.
O
O
.
O
O
.
O
O
.
CT
O
.
Uf
O
.
0
O
.
0
O
.
0
0
.
0
01
.
0
0
.
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
0
O
0
O
0
O
0
O
°
~
v
t0
W
fA
fA
N
N
69
v►
~
~
~
?
v,
~
fn
a9
cfl
~
~
w
~
w
~
~
O
~ z
m-7+1
+
V
O
O
OD
N
OD
O
O
OD
O
CT
A
?
0
C
?
0
C
OD
~
C
O
W
OD
(fl
1.
OD
0
0
V
p
A
W
CT
N
CT
l
W
W
-l
O
0
OD
N
A
O
O
O
~
0
O
A
0
O
EA
(D
O
~
CT
O
A
00
OD
r
C(7
OI
O
O
O
O
O
C
O
O
O
O
O
O
n
J~
O
T~
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
l
O
O
O
O
O
O
O
O
O
O
O
O
O
0-0
O;u
Z 0
-I L
m
~n
~
~3
'm
W N
O
W ~
~ G
n ~
o (D
~Q
c
oCD
n
~
N
O
O
n
~
Z
C)
m
0
~
v
m
M
Z
0
EXHIBIT .g
City of Paris
2009 Water and Wastewater Capital Improvements
B. Bra Construction
ACTUAL
Item
Description
Estimated
Quanti
Unit
Price
Total
Price
Quanti
Final
Price
Cu/bertson Street Water Line:
1
Mobilization
1 LS
9,356.60
9,356.60
1.00
9,356.60
2
6" C-909 PVC
1,676 LF
12.00
20,112.00
1,676.00
20,112.00
3
6" Horiztonal drilled or 6" C-900 DR 18 Certa-Lok PV
60 LF
24.00
1,440.00
122.00
2,928.00
4
Fire hydrant
3 EA
700.00
2,100.00
3.00
2,100.00
5
6" Tapping sleeve and valve
3 EA
630.00
1,890.00
3.00
1,890.00
6
8" x 6" Tapping sleeve and valve
1 EA
700.00
700.00
1.00
700.00
7
6" Gate valve
5 EA
250.00
1,250.00
5.00
1,250.00
8
Ductile iron fittings
0.214 TN
10,000.00
2,140.00
0.21
2,140.00
9
Repair asphalt areas
65 SY
25.00
1,625.00
91.00
2,275.00
10
Remove concrete curb and gutter
40 LF
3.00
120.00
70.00
210.00
11
Short side service connections
19 EA
425.00
8,075.00
19.00
8,075.00
12
Long side service connections
15 EA
700.00
10,500.00
17.00
11,900.00
13
Abandon existing lines
6 EA
1,200.00
7,200.00
3.00
3,600.00
14
Sawcut and remove concrete driveway
350 LF
6.00
2,100.00
350.00
2,100.00
Cleveland Street Sewer Line:
0.00
1
6" C-909 PVC
1,223 LF
12.00
14,676.00
1,233.00
14,796.00
2
8" SDR 26 lass 160 PV sewer line, 32 LF, trench sa ety
1 LS
3,000.00
3,000.00
0.00
0.00
3
6" Horiztonal drilled for 6" C-900 DR 18 Certa-Lok PVC
505 LF
24.00
12,120.00
429.00
10.296.00
4
Fire h drant
4 EA
700.00
2,800.00
3.00
2.100.00
5
4" Tappin sleeve and valve
1 EA
575.00
575.00
1.00
575.00
6
6" Tappin sleeve and valve
1 EA
630.00
630.00
2.00
1,260.00
7
8" x 6" Ta in sleeve and valve
1 EA
700.00
700.00
1.00
700.00
8
10" x 6" Tappin sleeve and valve
1 EA
800.00
800.00
0.00
0.00
9
6" Gate valve
7 EA
250.00
1,750.00
6.00
1.500 00
10
Ductile iron fittin s
0.3 TN
10,000.00
3,000.00
0.30
3,000.00
11
Repair asphalt areas
120 SY
25.00
3,000.00
66.00
1,650.00
12
Sawcut and remove concrete drivewa
180 LF
6.00
1,080.00
180.00
1,080.00
13
Short side service connections
17 EA
425.00
7,225.00
17.00
7,225.00
14
Lon side service connections
19 EA
700.00
13,300.00
19.00
13,300.00
15
Sidewalk removal
352 EA
2.00
704.00
352.00
704.00
16
Abandon existin lines
8 EA
1,200.00
9,600.00
4.00
4,800.00
17
Remove and replace manhole
1 EA
3,000.00
3,000.00
1.00
3,000.00
18
Additional de th of manhole
6 VF
150.00
900.00
6.00
900.00
19
Remove concrete curb and utter
4 LF
3.00
12.00
5.00
15.00
Washington Street Sewer Line:
1
15" Ultra-Rib PVC
128 LF
6.00
768.00
301.00
1,806.00
2
12" Ultra-Rib PVC
173 LF
5.00
865.00
0.00
0.00
3
10" SDR 26 Class 160 PVC
500 LF
4.50
2,250.00
590.00
2,655.00
4
10" SDR 35 PVC
499 LF
4.50
2,245.50
589.00
2,650.50
5
10" Sewer service DIP, Class 350
90 LF
6.00
540.00
0.00
0.00
6
Standard 6' manhole
7 EA
2,800.00
19,600.00
6.00
16,800.00
7
Additional depth of manhole
12 VF
150.00
1,800.00
12.00
1,800.00
8
0-5' Trenching
261 LF
8.00
2,088.00
261.00
2,088.00
9
5-8' Trenching
552 LF
12.00
6,624.00
552.00
6,624.00
10
8-10' Trenching
503 LF
14.00
7,042.00
503.00
7,042.00
11
Trench safety
1,055 LF
1.50
1,582.50
1,055.00
1,582.50
12
16" Steel casing
215 LF
41.00
8,815.00
215.00
8,815.00
13
Casing spacers for 10" SDR 26 Class 160 PVC
1 LS
2,500.00
2,500.00
1.00
2,500.00
14
Creek crossing, 2 pipe support piers, end treatment
1 LS
5,000.00
5,000.00
0.60
3.000.00
15
Remove existing manhole
3 EA
500.00
1,500.00
2.00
1,000.00
16
Erosion control fence
70 LF
4.00
280.00
0.00
0.00
17
Stub-out and tie to existing 12" VCP
1 EA
500.00
500.00
1.00
500.00
18
Stub-out and tie to existing 10" VCP
1 EA
400.00
400.00
1.00
400.00
19
Stub-out and tie to existing 8" VCP
1 EA
375.00
375.00
1.00
375.00
20
Stub-out and tie to existing 6" VCP
1 EA
350.00
350.00
1.00
350.00
21
Abandon old line
1 EA
900.00
900.00
1.00
900.00
22
Gravel drive repairs
65 LF
12.00
780.00
50.00
600.00
23
Near side service transfer
1 EA
700.00
700.00
1.00
700.00
24
Manhole drop structure
2 EA
1,500.00
3,000.00
0.00
0.00
TOTAL BID
$217,985.60
$197,725.60
Net contract decrease a20,260.00