Ordinance No. 9,306ORDINANCE NO: 9306
• AN ORDINANCE AUTHORIZING DEDUCT CHANGE ORDER NO. 1 TO
WORK ORDER NO. 1 WITH P.M. CONSTRUCTION AND REHABILITATION,
L.P., TO ADJUST THE FINAL UNIT BID QUANTITIES FOR THE ANNUAL
SANITARY SEWER REHABILITATION CONTRACT 2001; AUTHORIZING
FINAL PAYMENT OF THE SUM OF TWENTY THOUSAND NINETY -EIGHT
AND 21/100 DOLLARS ($20,098.21) TO P.M. CONSTRUCTION AND
REHABILITATION, L.P., FOR SAID PROJECT; AND PROVIDING FOR THE
EFFECTIVE DATE THEREOF.
WHEREAS, the City of Baytown contracted with P.M. Construction and Rehabilitation, L.P.,
for the Annual Sanitary Sewer Rehabilitation Contract 2001 (the "Project "); and
WHEREAS, a deduct change order in the amount of FIFTY -SIX THOUSAND TWO
HUNDRED FORTY -EIGHT AND 60/100 DOLLARS ($56,248.60) to adjust the final unit bid
quantities is necessary to reflect the actual quantities used in the Project as well as the arnount
remaining due to P.M. Construction and Rehabilitation, L.P.; and
WHEREAS, all of the said improvements, as provided in the plans and specifications
heretofore prepared by the City's Engineer and as approved and adopted by the City Council have
been performed and completed in full accordance with all of the terms and conditions of the
aforesaid contract; and
WHEREAS, the City's Engineer in the manner provided by the terms of the said contract and
the plans and specifications thereof, has approved and accepted the work and improvements and has
heretofore issued his Certificate of Final Acceptance and has certified same to the City Council and
recommended that it accept and receive said work and improvements as constructed and completed
by Contractor; and
WHEREAS, there remains due and owing to P.M. Construction and Rehabilitation, L.P., the
sum of TWENTY THOUSAND NINETY -EIGHT AND 21/100-DOLLARS ($20,098.21); NOW
THEREFORE
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF BAYTOWN, TEXAS:
Section 1: That the City C06nciI does hereby authorize: deduct Change Order No. 1 to
Work Order No. 1 with P.M. Construction and Rehabilitation, L'.P., to adjust the final unit bid
quantities for the. Annual Sanitary Sewer Rehabilitation Contrad 2001. A copy of said deduct
change order is attached hereto, marked Exhibit "A," and made a part hereof for all intents and
purposes.
Section 2: That the City Council hereby accepts and approves the above - described work
and improvements, and finds and determines that all of said improvements have been completed as
0
provided in the plans and specifications thereof, and in full accordance with all of the terms and
provisions of the aforesaid contract.
Section 3: That the Certificate of Final Acceptance heretofore issued by the City's
Engineer and certified to the City Council is hereby accepted and received.
Section 4: That final payment to P.M. Construction and Rehabilitation, L.P., in the
amount of TWENTY THOUSAND NINETY -EIGHT AND 21/100 DOLLARS ($20,098.21) is
hereby authorized.
Section 5: This ordinance shall take effect immediately from and after its passage by the
City Council of the City of Baytown.
INTRODUCED, READ and PASSED by the affirmative vote of the City Council of the City
of Baytown this the 24`h day of January, 2002.
PETE C. ALFARO, ?Mayor
ATTEST:
GAY . SMfTH, City Clerk
APPROVED AS TO FORM:
4r-ooz /g
ACIO RAMIREZ, W, City Attorney
F:Ueanenc\My Documents \Council \01- 02UanuaryVinalPay01 AnnualSSRehabContract.doc
P.M. Construction and
is Rehabilitation, L.P.
7704 East Erath
Houston, Texas 77012
•
CITY OF BAYTOWN, z ,ii.
Project: 2001 ANNl1AL SANITARY SEINER REHABILITATION CONTRACT
Pay Estimate No. 2 (Final)
Pay Estimate Cut-off date: December 28, 2001
Work Order #1, Total Time Allowed: 20 Days
Total Time Used: 17 Days
Work Order 1 - Pay Est. 2
EMIT A
pagel
Estimate
Estimate
Total
Item
Description
Unit
Original
No.1
No.2
Quantities
Unit
Total
Quant.
Quantities
Quantities
To Date
Price
This Estimate
1
Pipe bursting 6" & 8" with 8"
HDPE min. SDR 17, 0' -8' deep
LF
3850
2011
201
$ 40.00
$80,400.0
2
Pipe bursting 6" & 8" with 8"
HDPE min. SDR 17, 8'-1 5'deep
LF
0
$ 42,00
$0.0
3
Pipe bursting 6" & 8" with 8"
HDPE min, SDR 17, over 15'
deep
LF
0
$ 45.00
$0.0
4
Pipe bursting 8" & 10" with 10"
HDPE min. SDR 17, 0'-8' deep
LF
100
82
826
$ 42.00
$34,692.0
Pipe bursting 8" & 10" with 10"
HDPE min. SDR 17,8'-15'deep
LF
729
959
95
$ 45.00
$43,155.0
6
Pipe bursting 8" & 10" with 10"
HDPE min. SDR 17, over 15'
deep
LF
0
$ 50.00
$0.0
7
Pipe bursting 10" & 12" with 12"
HDPE min. SDR 17, 0'-8' deep
LF
0
$ 55.00
$0.0
Pipe bursting 10" & 12" with 12"
HDPE min. SDR 17,8'-15'deep
LF
0
$ 60.00
$0.0
9
Pipe bursting 10" & 12" with 12"
HDPE min. SDR 17, over 15'
deep
LF
0
$ 70.00
$0.0
1C
Pipe bursting 12" & 15" with 15"
HDPE min. SDR 17, min, PVC
SDR 26, 0'-8' deep
LF
0
$ 75.00
$0.0
11
Pipe bursting 12" & 15" with 15"
HDPE min. SDR V. min, PVC
SDR 26, 8'-15' deep
LF
0
$ 75.00
$0.0
12
Pipe bursting 12" & 15" with 15"
HDPE min. SDR 17, min, PVC
SDR 26, over 15' deep
LF
0
$ 95.00
$0.0
13
Remove existing slipliner, all
sizes and depths
LF
3289
297
297
$ 7.00
$20,790.0
14
Reconnect service - short side,
0'-S' deep
EA
122
46
4
$ 550.00
$25,300.0
15
Reconnect service - snort side,
over8'deep
EA
9
5
5
$ 700.00
$3,500.0
16
Reconnect service - long side, 0'
O' deep
EA
0
$ 1,500.00
$0.0
17
Reconnect service - long side,
over8'deep
EA
0
41
4
$ 1,600.00
$6,400.0
18
Manhole Wail Sealing
VF
100
83.38
83.3
$ 90.00
$7,504.2
19
Repl /install new manhole, 0'-4'
deep
EA
2
2
2
$ 1,500.00
$3,000.0
20
Repl /install new manhole, 5' -8'
deee
EA
1
$ 1,600.00
$0.0
21
New Manhole , over 8' deep
VF
0
$ 200.00
$0.0
2
Replace/install ring and cover
EA
0 1
41
1
4
$ 400.001
$1,600.0
23
Extra cement stabilized sand
backfill 2 sk. /ton
TON
80
164.31
164.31
$ 20.00
$3,286.2
Work Order 1 - Pay Est. 2
EMIT A
pagel
0
•
CITY OF BAYTOWN
Project: 2001 ANNUAL SANITARY SEWER REHABILITATION CONTRACT
24
Point Rpr /obst rmv - pipe
bursting, 0' - 8' deep
EA
5
2
2
$ 300.00
$600.0
25
Point Rpr /obst rmv - pipe
bursting, 8'- 15' deep
EA
0
$ 400.00
$0.0
26
Point Rprlobst rmv - pipe
bursting, over 15' deee
EA
0
$ 500.00
$0.0
27
Extra Length point repair, all
depths
LF
0
$ 60.00
$0.0
28
Well Point set u , up to 12 If
EA
0
$ 300.00
$0.0
29
Well Point, Extra length over 12
If
LF
0
$ 25.00
$0.0
30
Trench Safety, 0' to 8' deep
LF
700
132
13
$ 5.00
$660.0
31
Trench Safety, 8' to 15' deep
LF
150
146
14
$ 5.00
$730.0
32
Trench Safety, over 15' deep
LF
0
$ 5.00
$0.0
33
Clean 6" to 12" Sewer
LF
0
2292
229
$ 2.00
$4,584.0
34
Clean 15" to 21" Sewer
LF
0
$ 5.00
$0.0
35
Clean 24" to 36" Sewer
LF
0
$ 8.00
$0.0
36
TV Inspection of Sewer
LF
0
2292
229
$ 1.50
$3,438.0
37
Bypass Pumping, 3" pump
Day
0
$ 100.00
$0.0
38
Bypass Pumping, 4" pump
Day
0
$ 100.00
$0.0
39
Bypass Pumping, 6" pume
Day
0
$ 100.00
$0.0
40
Bypass Pumping, 8" pump
Day
0
$ 100.00
$0.0
41
Pl. Repair, 6" - 12 ", 0'- 8' deep,
up to 12 If
EA
0
8
8
$ 1,250.00
$10,000.0
4
Pt. Repair, 6" - 12 ", 8'- 15' deep,
up to 121f
EA
0
$ 1,750.00
$0.0
43
Pl. Repair, 6" - 12 ", over 15'
deep, up to 12 If
EA
0
$ 2,500.00
$0.0
44
Pt. Repair, 15" - 18 ", 0'- B' deep,
up to 12 If
EA
0
$ 2,250.00
$0.0
4
Pt. Repair, 15" - 18 ", 8'- 15'
deep, up to 12 If I
EA
0
$ 2,900.00
$0.0
4
Pt. Repair, 15" - 18 ", over 15'
deep, up to 12 If
EA
0
$ 3,500.00
$0.0
47
Pt. Repair, 21" - 36 ", 0'- 8' deep,
up to 121f
EA
0
$ 4,000.00
$0.0
4
Pt. Repair, 21" - 36 ", 8'- 15'
deep, up 12 If
EA
0
$ 6,000.00
$0.0
41
Pt. Repair, 21" - 36 ", over 15'
deep, up to 12 If
EA
0
$ 8,000.00
$0.0
50
Extra length pt. Repair, all sizes
0'- 8' deep
LF
0
$ 200.00
$0.0
51
Extra length pt. Repair, all sizes
8'- 15' deep
LF
0
$ 250.00
$0.0
52
Extra length pt. Repair, all sizes
over 15' deep
LF
0
$ 275.00
$0.0
53
Rmv /Rplace 6" - 12 ", includes
modified bedding, 0'- 8' deep, 50
L.F. min.
LF
0
$ 65.00
$0.0
54
Rmv /Rplace 6" - 12 ', includes
modified bedding, 8'- 15' deep,
50 L.F. min.
LF
0
$ 75.00
$0.0
55
Rmv /Rplace 6" - 12 ", includes
modified bedding, over 15' deep
50 L.F, min,
LF
0
$ 100.00
$0.0
56
Rmv /Rplace 15" - 18 ", includes
modified bedding, 0'- 8' deep, 50
L.F. min.
LF
0
$ 75.00
$0.0
57
Rmv /Rplace 15" - 18 ", includes
modified bedding, 8'- 15' deep,
50 L.F. min.
LF
0
$ 100.00
$0.0
58
Rmv /Rplace 15" - 18 ", includes
modified bedding, over 15' deep
50 L.F. min.
LF
0
$ 125.00
$0.0
59
Auger & Encase 8" -10 ", all
depths
LF
0
$ 100.00
$0.0
60
Auger 8 Encase 12" -15 ", all
depths
LF
4
$ 150.00
$0.0
61
Rmvlreplace up to 5" concrete
sidewalk/driveway (includes
sawcutting & reinforcement )
SY
0
$ 50.00
1 $0.0
Work Order 1 - Pay Est. 2
page2
•
CITY OF BAYTOWN
Project: 2001 ANNUAL SANITARY SEWER REHABILITATION CONTRACT
62
Rmv /replace 8" concrete paving
(includes sawcutting &
reinforcement )
SY
0
3
$259,384.40
3
$ 70.00
$210.0
63
Rmv /repl up to 2" HMAC, Type
D, (incl. Saw cut,tack coat, base
repair)
SY
10
77
77
$ 30.00
$2,310.0
64
1" rock with no fines for bedding
incidental to point repaiml
TON
0
$259,384.40
Total contract amount remaining
$ 20.00
$0.0
6
Annular and voids ace routin
CY
0
$ 100.00
$0.0
66
Flagman for direction of traffic
MHR
0
$ 25.00
$0.0
67
N dromulch Seeding
SY
660
750
75
$ 3.00
$2,250.0
68
Steel Casing, up to 12 ", above
ground, coated and wrapped,
including supports
LF
0
$ 150.00
$0.0
69
Drop manhole assembly, up to 8'
deep
EA
0
$ 1,000.00
$0.0
70
Drop manhole assembly, over 8'
deep
VF
0
$ 1,500.00
$0.0
71
Emergency mobilization
EA
0
$ 1,000.00
$0.0
72
Urelift Repair to manhole
LS
1
1
1
$ 4,975.00
$4,975.0
Sub - total
$259,381;4
Less Previous Payments
$239,286.19
Payment Due - Including Retains a
$20 098.2
P. M. Date
Construction
•
Contract Summary:
Asst. Director of Engineering Date
A
W.O. #1 Final
$259,384.40
original Contract Amount
$ 887,875.00
Current Contract Amount
$ 887,875.0
Total Work Orders to date
$259,384.40
Total contract amount remaining
$ 628,490.60
Work Order 1 - Pay Est. 2 page3
•
CITY OF BAYTOWN
2001 ANNUAL SANITARY SEWER REHABILITATION CONTRACT
CHANGE ORDER #1 ON WORK ORDER 91
January 7, 2002
This work order included pipe bursting , service reconnections, point repair, manhole replacement, manhole rehabilitation and
miscellaneous items related to work on Kentucky, Alabama, Florida, California, Oregon, Kansas, Montana and Bob Smith.
CO #1 - WO #1
pagel
Orig.
Final
Cost
Item
Description
Unit
Quant.
Quant.
Diff.
Price
Difference
1
Pipe bursting 6" & 8" with 8"
HOPE min. SDR 17, 0' -8' deep
LF
3850
2010
-1840
$ 40.00
$ (73,600.00)
2
Pipe bursting 6" & 8" with 8"
HDPE min. SDR 17, 8'-15' deep
LF
0
0
$ 42.00
$
3
Pipe bursting 6" & 8" with 8"
HDPE min. SDR 17, over 15'
deep
LF
0
0
$ 45.00
$ -
4
Pipe bursting 8" & 10" with 10"
HDPE min. SDR 17, 0'-8' deep
LF
100
826
726
$ 42.00
$ 30,492.00
5
Pipe bursting 8" & 10" with 10"
HDPE min. SDR 17, 8'-1 5'deep
LF
729
959
230
$ 45.00
$ 10,350.00
6
Pipe bursting 8" & 10" with 10"
HDPE min. SDR 17, over 15'
deep
LF
0
0
$ 50.00
$ -
7
Pipe bursting 10" & 12" with 12"
HDPE min. SDR 17, 0'-8' deep
LF
0
0
$ 55.00
$ -
8
Pipe bursting 10" & 12" with 12"
HDPE min. SDR 17, 8'-15' deep
LF
0
0
$ 60.00
$
9
Pipe bursting 10" & 12" with 12"
HDPE min. SDR 17, over 15'
deep
LF
0
0
$ 70.00
$
10
Pipe bursting 12" & 15" with 15"
HDPE min. SDR 17, min, PVC
SDR 26, 0'-8' deep
LF
0
0
$ 75.00
$
11
Pipe bursting 12" & 15" with 15"
HDPE min. SDR 17, min, PVC
SDR 26, 8'-15' deep
LF
0
0
$ 75.00
$ -
12
Pipe bursting 12" & 15" with 15"
HDPE min. SDR 17, min, PVC
SDR 26, over 15' deep
LF
0
0
$ 95.00
$
13
Remove existing slipliner, all
sizes and de ths
LF
3289
2970
-319
$ 7.00
$ (2,233.00)
14
Reconnect service - short side,
0'- 8'deep
EA
122
46
-76
$ 550.00
$ 41,800.00)
15
Reconnect service - short side,
aver 8' dee
EA
9
5
-4
$ 700.00
$ (2,800.00)
16
Reconnect service - long side, 0'
8'deep
EA 1
0
0
$ 1,500.00
$ -
17
Reconnect service - long side,
over 8' deep
EA
0
4
4
$ 1,600.00
$ 6,400.00
18
Manhole Wall Sealing
VF
100
83.38
-16.62
$ 90.00
$ (1,495.80)
19
Repl/install new manhole, 0'-4'
deeD
EA
2
2
0
$ 1,500.00
$
20
RepUnstall new manhole, 5' -8'
deep
VF
1
-1
$ 1,600.00
$ (1,600.00)
21
New Manhole , over 8' dee
EA
0
0
$ 200.00
$
22
Re lacelinstall ring and cover
TON
0
4
4
$ 400.00
$ 1,600.00
23
Extra cement stabilized sand
backfill, 2 sk.lton
EA
80
164.31
84.31
$ 20.00
$ 1,686.20
24
Point Rprlobst rmv - pipe
bursting, 0' - 8' deep
EA
5
2
-3
$ 300.00
$ (900.00
25
Point Rprlobst rmv - pipe
bursting, 8'- 15' deep
EA 1
0
0
$ 400.00
$
26
Point Rprlobst rmv - pipe
-7
bursting, over 15' deep
LF
0
0 1
$ 500.00
$
CO #1 - WO #1
pagel
CITY OF BAYTOWN
2001 ANNUAL SANITARY SEWER REHABILITATION CONTRACT
CHANGE ORDER #1 ON WORK ORDER #1
January 7, 2002
This work order included pipe bursting , service reconnections, point repair, manhole replacement, manhole rehabilitation and
miscellaneous items related to work on Kentucky, Alabama, Florida, California, Oregon, Kansas, Montana and Bob Smith.
27
Extra Length point repair, all
de ths
EA
0
0
$ 60.00
$
28
Well Point set up, up to 12 If
LF
0
0
$ 300.00
$ -
29
Well Point, Extra length over 12
If
LF
0
0
$ 25.00
$
30
Trench Safety, 0' to 8' deep
LF
700
132
-568
$ 5.00
$ (2,840.00
31
Trench Safety, V to 15' deep
LF
150
146
-4
$ 5.00
$ (20.00)
32
Trench Safety, over 15' deep
LF
0
0
$ 5.00
$ -
33
Clean 6" to 12" Sewer
LF
0
2292
2292
$ 2.00
$ 4,584.00
34
Clean 15" to 21" Sewer
LF
0
0
$ 5.00
$ -
35
Clean 24" to 36" Sewer
LF
0
0
$ 8.00
$ -
36
TV Inspection of Sewer
Day
0
2292
2292
$ 1.50
$ 3,438.00
37
Bypass Pumping, 3" pump
Day
0
0
$ 100.00
$ -
38
Bypass Pum in , 4" pump
Day
0
0
$ 100.00
$
39
Bypass Pumping, 6" pump
Day
0
0
$ 100.00
$
40
Bypass Pumping, 8" pump
EA
0
0
$ 100.00
$ -
41
Pt. Repair, 6" - 12 ", 0'- 8' deep,
up to 12 If
EA
0
8
8
$ 1,250.00
$ 10,000.00
42
Pt. Repair, 6" - 12 ", 8'- 15' deep,
up to 12 If
EA
0
0
$ 1,750.00
$ -
43
Pt. Repair, 6"- 12 ", over 15'
deep, up to 12 If
EA
0
0
$ 2,500.00
$
44
Pt. Repair, 15" - 18 ", 0'- 8' deep,
up to 12 If
EA
0
0
$ - 2,250.00
$ -
45
Pt. Repair, 15"- 18 ", 8'- 15'
deep, up to 12 If
EA
0
0
$ 2,900.00
$
46
Pt. Repair, 15" - 18 ", over 15'
deep, up to 12 If
EA
0
0
$ 3,500.00
$
47
Pt. Repair, 21" - 36 ", 0'- 8' deep,
up to 12 If
EA
0
0
$ 4,000.00
$
48
Pt. Repair, 21" - 36 ", 8'- 15'
deep, up to 12 If
EA
0
0
$ 6,000.00
$ -
49
Pt. Repair, 21" - 36 ", over 15'
dee , U0 to 12 If
LF
0
0
$ 8,000.00
$
50
Extra length pt. Repair, all sizes,
0'- 8' deep
LF
0
0
$ 200.00
$ -
51
Extra length pt. Repair, all sizes,
8'- 15' deep
LF
0
-0
$ 250.00
$ -
52
Extra length pt. Repair, all sizes,
over 15' dee
LF
0
0
$ 275.00
$ -
53
Rmv /Rplace 6" - 12 ", includes
modified bedding, 0'- 8' deep, 50
L.F. min.
LF
0
0
$ 65.00
$
54
Rmv /Rplace 6" - 12 ", includes
modified bedding, 8'- 15' deep,
50 L.F. min.
LF
0
0
$ 75.00
$
55
Rmv /Rplace 6" - 12 ", includes
modified bedding, over 15' deep,
50 L.F. min. '
LF
0
0
$ 100.00
$ -
56
Rmv /Rplace 15"- 18 ", includes
modified bedding, 0'- 8' deep, 50
L.F. min.
LF
0
0
$ 75.00
$
57
Rmv /Rplace 15" - 18 ", includes
modified bedding, 8'- 15' deep,
50 L.F. min.
0
0
$ 100.00
$
58
Rmv /Rplace 15" - 18 ", includes
modified bedding, over 15' deep,
50 L.F. min.
LF
0
0
$ 125.00
$ -
59
Auger & Encase 8" -10 ", all
is
depths
LF
0
0
$ 100.00
CO #1 - WO #1
page2
0
•
CITY OF BAYTOWN
2001 ANNUAL SANITARY SEWER REHABILITATION CONTRACT
CHANGE ORDER #1 ON WORK ORDER #1
January 7, 2002
This work order included pipe bursting , service reconnections, point repair, manhole replacement, manhole rehabilitation and
miscellaneous items related to work on Kentucky, Alabama, Florida, California, Oregon, Kansas, Montana and Bob Smith.
60
Auger & Encase 12" -15 ", all
depths
SY
0
0
$ 150.00
$
61
Rmvlreplace up to 5" concrete
sidewalk/driveway (includes
sawcutting & reinforcement)
SY
0
0
$ 50.00
$
62
Rmv /replace 8" concrete paving
(includes sawcutting &
reinforcement)
SY
0
3
3
$ 70.00
$ 210.00
63
Rmv /repl up to 2" HMAC, Type
D, (incl. Saw cut,tack coat, base
repair)
TON
10
77
67
$ 30.00
$ 2,010.00
64
1" rock with no fines for bedding
(incidental to oint re airs )
CY
0
0
$ 20.00
$ -
65
Annular and voids ace grouting
MHR
0
0
$ 100.00
$
66
Flagman for direction of traffic
SY
0
0
$ 25.00
$
67
H dromulch Seeding
Day
660
750
90
$ 3.00
$ 270.00
68
Steel Casing, up to 12 ", above
ground, coated and wrapped,
including supports
LF
0
0
$ 150.00
$ -
69
Drop manhole assembly, up to 8'
deep
LF
0
0
$ 1,000.00
$ -
70
Drop manhole assembly, over 8'
deep
LF
0
0
$ 1,500.00
$ -
71
Emergency mobilization
EA
0
0
$ 1,000.00
$ -
72
Urelift Repair to manhole
VF
1
1
0
$ 4,975.00
$
Total Change Order #1
P.M Construction Date
$ (56,248.60)
Director of Engineering Date
Finance Date City Date
manager
Work Order Summary:
Final Construction Cost W01 $ 259,384.40
Initial Estimate - Work Order #1
$ 315,633.00
Change Order #1 $ (56,248.60)
CO #1 - WO #1
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