Ordinance No. 9,12320010308 -5
ORDINANCE NO. 9123
® AN ORDINANCE AUTHORIZING DEDUCT CHANGE ORDER NO. 1 ON
WORK ORDER NO.6 AND ACCEPTANCE OF THE WORK ON WORK ORDER
NO. 6 WITH P.M. CONSTRUCTION AND REHABILITATION, L.P., TO
ADJUST THE FINAL UNIT BID QUANTITIES FOR THE ANNUAL SANITARY
SEWER REHABILITATION PROJECT - YEAR 2000; AUTHORIZING FINAL
PAYMENT OF THE SUM OF FOUR THOUSAND FIVE HUNDRED EIGHTY -
FOUR AND 41/100 DOLLARS ($4,584.41) 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 Project - Year 2000 (the "Project "); and
WHEREAS, a deduct change order in the amount of THREE THOUSAND THREE AND
75/100 DOLLARS ($3,003.75) to adjust the final unit bid quantities is necessary to reflect the actual
quantities used in the Project; and
WHEREAS, all of the said improvements, as provided in the plans and specifications
heretofore prepared by the City 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 Engineer in the manner provided by the terms of the said contract and
the plans and specifications thereof, has approved and accepted the Annual Sanitary Sewer
Rehabilitation Project - Year 2000 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 FOUR THOUSAND FIVE HUNDRED EIGHTY -FOUR AND 41/100 DOLLARS
($4,584.41); NOW THEREFORE
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF BAYTOWN, TEXAS:
Section 1: That the City Council does hereby authorize deduct Change Order No. 1 on
Work Order No. 6 and acceptance of the work on Work Order No. 6 with P.M. Construction and
Rehabilitation, L.P., to adjust the final unit bid quantities for the Annual Sanitary Sewer
Rehabilitation Project - Year 2000. A copy of said deduct change order is attached hereto, marked
Exhibit "A," and made a part hereof for all intents and purposes.
�11
20010308 -5a
® 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
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
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 FOUR THOUSAND FIVE HUNDRED EIGHTY -FOUR AND 41/100 DOLLARS
($4,584.41) 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 8th day of March, 2001.
dt'
PETE C. ALFAR , Mayor
ATTEST:
G i- W. MIT H, City Clerk
APPROVED AS TO FORM:
1W
i i J LIN • . It • M
dAN4yDocuments \Counci1\00 -01 WarchTinalPay knnual SanitarySewerRehab
is 2
v
CITY OF BAYTOWN
ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
Change Order #1 on Work Order #6
01!0212001
This work order included pipe bursting , service reconnections, point repair, manhole replacement and miscellaneous items related to
work, clean & TV on Polly and Park Streets Ammons, Business 146 and Redell Road at W. Cedar Bayou Lynchburg.
EXHIBIT A
Co1wo6 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
1138
1103
-35
S 38.00
$ (1,330.00)
2
Pipe bursting 6" & 8" with 8'
HOPE min. SDR 17, 8' -15' deep
LF
0
0
0
$ 40.00
$
3
Pipe bursting 6" & 8" with 8"
HOPE min. SDR 17, over 15'
deep
LF
0
0
0
S 45.00
$
4
Pipe bursting 8" & 10" with 10"
HDPE min. SDR 17, 0' -8' deep
LF
0
0
0
$ 42.00
$
5
Pipe bursting 8" & 10" with 10"
HOPE min. SDR 17, 8' -15' deep
LF
0
0
0
$ 45.00
$
6
Pipe bursting 8" & 10" with 10"
HOPE min. SDR 17, over 158'
deep
LF
0
0
0
$ 50.00
$
7
Pipe bursting 10" & 12" with 12"
HDPE min. SDR 17, 0' -8' deep
LF
0
0
0
$ 55.00
$
8
Pipe bursting 10" & 12" with 12"
HOPE min. SDR 17, 8' -15' deep
LF
0
0
0
$ 60.00
$
9
Pipe bursting 10" & 12" with 12"
HOPE min. SDR 17, over 15'
deep
LF
0
0
0
$ 75.00
$
10
Pipe bursting 12" & 15" with 15"
HOPE min. SDR 17, min, PVC
SDR 26, 0' -8' deep
LF
0
0
0
$ 75.00
$
11
Pipe bursting 12" & 15" with 15"
HOPE min. SDR 17, min, PVC
SDR 26, 8' -15' deep
LF
0
0
0
$ 85.00
$
12
Pipe bursting 12" & 15" with 15"
HOPE min. SDR 17, min, PVC
SDR 26, over 15' deep
LF
0
0
0
$ 100.00
$
13
Remove existing slipliner, all
sizes and depths
LF
0
0
0
$ 5.00
$
14
Reconnect service - short side,
0' -8' deep
EA
29
25
-4
$ 500.00
$ (2,000.00)
15
Reconnect service - short side,
over 8' deep
EA
0
0
0
$ 700.00
$
16
Reconnect service - long side, 0'
8' deep
EA
0
0
0
$ 1,200.00
$
17
Reconnect service - long side,
over 8' deep
EA
0
0
0
$ 1,500.00
$
181
Manhole Wall Sealing
VF
14
11.33
-2.67
$ 85.00
$ (226.95)
19
Replfinstall new manhole, 0' -8'
deep
EA
2
2
0
$ 1,500.00
$
20
New Manhole , over 8' deep
VF
0
0
0
$ 200.00
$
21
Replace /install ring and cover
EA
0
0
0
$ 300.00
$
22
Extra cement stabilized sand
backfill, 2 sk. /ton
TON
70
33.13
-36.87
$ 20.00
$ (737.40)
23
Point Rpr /obst rmv - pipe
bursting, 0'- 8' deep
EA
1
1
0
$ 300.00
$
24
Point Rpr /obst rmv - pipe
bursting, 8'- 15' deep
EA
0
0
0
$ 400.00
$
25
Point Rpr /obst rmv - pipe
bursting, over 15' deep
EA
0
0
0
$ 500.00
$
26
Extra Length point repair, all
depths
LF
0
0
0
$ 60.00
$
271
Well Point set up, up to 12 If
EA
0
01
0
$ 2,800.00
$
28
Well Point, Extra length over 12
If
LF
0
0
0
$ 20.00
$
EXHIBIT A
Co1wo6 pagel
CITY OF BAYTOWN
ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
Change Order #1 on Work Order #6
® 01/02!2001
This work order included pipe bursting , service reconnections, point repair, manhole replacement and miscellaneous items related to
work, clean & TV on Polly and Park Streets Ammons, Business 146 and Redell Road at W. Cedar Bayou Lynchburg.
v
29
Trench Safety, 0' to 8' deep
LF
60
0
-60
$ 1.00
$ (60.00)
30
Trench Safety, 8' to 15' deep
LF
0
0
0
$ 1.00
$
31
Trench Safety, 8' to 15' deep
LF
0
0
0
$ 1.00
$ -
32
Clean 6" to 12" Sewer
LF
602
893
291
$ 3.00
$ 873.00
33
Clean 15" to 21" Sewer
LF
0
0
0
$ 5.00
$ -
34
Clean 24" to 36" Sewer
LF
0
0
0
$ 10.00
$
35
TV Inspection of Sewer
LF
602
893
291
$ 1.00
$ 291.00
36
Bypass Pumping, 3" pump
Day
0
0
0
$ 1.00
$
37
Bypass Pumping, 4" pump
Day
0
0
0
$ 1.00
$
38
Bypass Pumping, 6" pump
Day
0
0
0
$ -
$ -
39
Bypass Pumping, 8" pump
Day
0
0
0
$
$ -
40
Pt. Repair, 6" - 12 ", 0' - 8' deep,
up to 12 If
EA
0
1
1
$ 1,250.00
$ 1,250.00
41
Pt. Repair, 6" - 12 ", 8' - 1S' deep
1 up to 12 If
EA
0
0
0
$ 1,750.00
$
42
Pt. Repair, 6" - 12 ", over 15'
deep, up to 12 If
EA
0
0
0
$ 2,500.00
$
43
Pt. Repair, 15" - 18 ", 0'- 8' deep
up to 12 If
EA
0
0
0
$ 2,250.00
$ -
44
Pt. Repair, 15" - 18 ", 8'- 15'
deep, up to 12 If
EA
0
0
0
$ 2,900.00
$
45
Pt. Repair, 15" - 18 ", over 15'
deep, up to 12 If
EA
0
0
0
$ 3,500.00
$
46
Pt. Repair, 21" - 36 ", 0'- 8' deep
up to 12 If
EA
1
0
-1
$ 4,000.00
$ (4,000.00)
47
Pt_ Repair, 21" - 36 ", 8'- 15'
deep, up to 12 If
EA
0
0
0
$ 6,000.00
$ -
48
Pt. Repair, 21" - 36 ", over 15'
deep, up to 12 If
EA
0
01
0
$ 8,000.00
$
49
Extra length pt. Repair, all sizes,
0'- 8' deep '
LF
0
0
0
$ 80.00
$
50
Extra length pt. Repair, all sizes,
,8'- 15' deep
LF
0
0
0
$ 120.00
$ -
51
Extra length pt. Repair, all sizes,
overly' deep
LF
0
0
0
$ 160.00
$
52
Rmv /Rplace 6"- 12 ", includes
modified bedding, 0'- 8' deep,
50 L.F. min.
LF
0
37
37
$ 65.00
$ 2,405.00
53
Rmv /Rplace 6" - 12 ", includes
modified bedding, 8'- 15' deep,
50 L.F. min.
LF
01
0
0
$ 75.00
$ -
54
Rmv /Rplace 6" - 12 ", includes
modified bedding, over 15' deep,
50 L.F. min.
LF
0
0
0
$ 1,000.00
$
55
Rmv /Rplace 15"- 18 ", includes
modified bedding, 0'- 8' deep,
50 L.F. min.
LF
0
0
0
$ 75.00
$
56
Rmv /Rplace 15" - 18 ", includes
modified bedding, 8'- 15' deep,
50 L.F. min.
LF
0
0
0
$ 100.00
$
57
Rmv /Rplace 15" - 18 ", includes
modified bedding, over 15' deep,
50 L.F. min.
0
0
0
S. 125.00
$
58
Auger & Encase 8" -10 ", all
depths
LF
0
0
0
$ 100.00
$
59
Auger & Encase 12" -15 ", all
depths
LF
0
0
0
$ 150.00
$
60
Rmv /replace up to5" concrete
sidewalk/driveway (includes
sawcutting & reinforcement)
SY
0
0
0
$ 45.00
$
Co1wo6 page2
LJ
Co1wo6
CITY OF BAYTOWN
ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
Change Order #1 on Work Order #6
01/02/2001
This work order included pipe bursting , service reconnections, point repair,.manhole replacement and miscellaneous items related to
work, clean & TV on Polly and Park Streets Ammons, Business 146 and Redell Road at W. Cedar Bayou Lynchburg.
61
Rmv /replace up to5" concrete
sidewalk/driveway (includes
sawcutting & reinforcement)
SY
0
0
0
$ 60.00
$
62
Rmv /repl up to 2" HMAC, Type
D, (incl. Saw cut,tack coat, base
repair)
SY
12
25.72
13.72
$ 30.00
$ 411.60
63
1" rock with no fines for bedding
(incidental to point repairs)
TON
0
0
0
$ 20.00
$
64
Annular and void space grouting
CY
0
0
0
$ 100.00
$
65
Flagman for direction of traffic
MHR
0
0
0
$ 20.00
$ -
66
Hydromulch Seeding
SY
160
200
40
$ 3.00
$ 120.00
67
Bypass Pumping, 6" or greater
Day
0
0
0
$ 1.00
$
68
Root & tuberculation removal, 6"
12"
LF
0
0
0
$ 10.00
$
69
Root & tuberculation removal,
12" - 24"
LF
0
0
0
$ 20.00
$
70
Steel Casing, up to 12 ", above
ground, coated and wrapped,
including supports
LF
0
0
0
$ 100.00
$
71
Drop manhole assembly, up to 8
deep
EA
0
0
0
$ 2,500.00
$
7
Drop manhole assembly, over 8'
deep
VF
0
A 0
$ 500.00
$
73
Emergency mobilization
EA
0
$ 1,000.00
$
Total Change Order #1 A'- a is,vvo.ra1
. �Z
P.M Construction Oate {1(rectorr of Engineering Date
Finance Date City manager Date
Work Order Summary:
Final Construction Cost W06 $ 67,938.25
Initial Work Order #6 $ 70,942.00
Change Order #1 $ (3,003.75)
page3
CITY OF- BAYTOWN
Project: ANNUAL SANITARY SEWER REHABILITATION CONTRACT -Year 2000
..a
0 sConstruction and Rehabilitation, L.P.
East Erath
ton, Texas 77012
Pay Estimate No. 2 (final)
Pay Estimate Cut-off date February 27, 2001 (Invoice Date)
Work Order #6, Total Time Allowed: 20 Working Days
Total Time Used: 11 Working Days
Item
Description
Unit
Est. W06
Quant.
P.E.1
Quantities
P.E.2
Quantities
Total
to date
Unit
Price
Total this
Estimate
1
Pipe bursting 6" & 8" with 8" HOPE min. SDR
17, 0' -8' deep
LF
1138
1103
0
1103
$ 38.00
$41,914.00
2
Pipe bursting 6" & 8" with 8" HOPE min. SDR
17, 8' -15' deep
LF
0
0
0
0
$ 40.00
$0.00
3
Pipe bursting 6" & 8" with 8" HOPE min. SDR
17, over 15' deep
LF
0
0
0
0
$ 45.00
$0.00
4
Pipe bursting 8" & 10" with 10" HOPE min.
SDR 17, 0' -8' deep
LF
0
0
0
0
$ 42.00
$0.00
5
Pipe bursting 8" & 10" with 10" HOPE min.
SDR 17, 8' -15' deep
LF
0
0
0
0
$ 45.00
$0.00
6
Pipe bursting 8" & 10" with 10" HOPE min.
SDR 17, over 158' deep
LF
0
0
0
0
$ 50.00
$0.00
7
Pipe bursting 10" & 12" with 12" HOPE min.
SDR 17, 0' -8' deep
LF
0
0
0
0
$ 55.00
$0.00
8
Pipe bursting 10" & 12" with 12" HDPE min.
SDR 17, 8' -15' deep
LF
0
0
0
$ 60.00
$0.00
9
Pipe bursting 10" & 12" with 12" HOPE min.
SDR 17, over 15' deep
LF
0
0
0
0
$ 75.00
$0.00
10
Pipe bursting 12" & 15" with 15" HOPE min.
SDR 17, min, PVC SDR 26, 0' -8' deep
LF
0
0
0
0
$ 75.00
$0.00
11
Pipe bursting 12" & 15" with 15" HOPE min.
SDR 17, min, PVC SDR 26, 8' -15' deep
LF
0
0
0
0
$ 85.00
$0.00
12
Pipe bursting 12" & 15" with 15" HOPE min.
SDR 17, min, PVC SDR 26, over 15' deep
LF
0
0
0
0
$ 100.00
$0.00
13
Remove existing slipliner, all sizes and
depths
LF
0
0
0
0
$ 5.00
$0.00
14
Reconnect service - short side, 0' -8' deep
EA
29
25
0
25
$ 500.00
$12,500.00
151
Reconnect service - short side, over 8' deep
EA
0
0
0
0
$ 700.00
$0.00
161
Reconnect service - long side, 0' -8' deep
EA
0
0
0
0
$ 1,200.00
$0.00
17
Reconnect service - long side, over 8' deep
EA
0
0
0
0
$ 1,500.00
$0.00
18
Manhole Wall Sealing
VF
14
11.33
0
11.33
$ 85.00
$963.05
19
20
Repl/install new manhole, 0' -8' deep
New Manhole , over 8' deep
EA
VF
2
0
2
0
0
0
2
0
$ 1,500.00
$ 200.00
$3,000.00
$0.00
21
Replace/install ring and cover
EA
0
0
0
0
$ 300.00
$0.00
22
Extra cement stabilized sand backfill, 2
sk. /ton
TON
70
33.13
0
33.13
$ 20.00
$662.60
23
Point Rpr /obst nnv - pipe bursting, 0'- 8' dee
EA
1
1
0
1
$ 300.00
$300.00
24
Point Rpr /abst rmv - pipe bursting, 8'- 15'
deep
EA
0
0
0
0
$ 400.00
$0.00
25
Point Rpr /obst rrnv - pipe bursting, over 15'
deep
EA
0
0
0
0
$ 500.00
$0.00
26
Extra Length point repair, all depths
LF
0
0
0
0
$ 60.00
$0.00
27
Well Point set up, up to 12 If
EA
0
0
0
0
$ 2,800.00
$0.00
28
Well Point, Extra length over 12 If
LF
0
0
0
$ 20.00
$0.00
29
Trench Safety, 0' to 8' deep
LF
60
0
0
0
$ 1.00
$0.00
30
Trench Safety, 8'to 15' deep
LF
0
0
0
0
$ 1.00
$0.00
Trench Safety, 8' to 15' deep
LF
0
0
0
0
$ 1.00
$0.00
Clean 6" to 12" Sewer
LF
602
893
0
893
$ 3.00
$2.679.00
Clean 15" to 21" Sewer
LF
0
0
0
0
$ 5.00
$0.00
432
Clean 24" to 36" Sewer
LF
0
0
0
0
$ 10.00
$0.00
TV Inspection of Sewer
LF
602
893
0
893
$ 1.00
$893.00
Bypass Pumping, 3" pump
Day
0
0
0
0
$ 1.00
$0.00
37
Bypass Pumping, 4" pump
Day
0
0
0
0
$ 1.00
$0.00
38
Bypass Pumping, 6" pump
Day
0
0
0
0
$ -
$0.00
39
Bypass Pumping, 8" pump
Day .
0
0
0
0
$ -
$0.00
pe2wo6final
n
CITY OF BAYTOWN
Project: ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
P.M. Construction and Rehabilitation, L.P.
7704 East Erath
Houston, Texas 77012
P_ay_Estimate No. 2 (final)
Pay Estimate Cut-off date February 27, 2001 (Invoice Date)
Work Order #6, Total Time Allowed: 20 Working Days
Total Time Used: 11 Working Days
Est,' . P.E.1 I P. E.2 Total unit i ozai cnis I
Item Description L�qi! Qua'A.. ' uantities Quantities to date Price Estimate
F-1�
L
P.M. Construction D e - Asst. Director of Engineering Date
Contract Summary:
Current Work Order #6 Amount
Less 0% Retainage
Less Previous Payments
Current Amount Due
C7
$67,938.25
$ (63,353.84)
$ 4,584.41
pe2wo6final