Ordinance No. 9,525ORDINANCE NO. 9525
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF BAYTOWN,
TEXAS, AUTHORIZING DEDUCT CHANGE ORDER NO. 4 WITH P.M.
CONSTRUCTION AND REHABILITATION, L.P., TO ADJUST THE FINAL
UNIT BID QUANTITIES FOR THE CRAIGMONT SANITARY SEWER
REHABILITATION PROJECT - PHASE 1; AUTHORIZING FINAL PAYMENT
OF THE SUM OF TWENTY -SEVEN THOUSAND THREE HUNDRED FIFTY
AND 47/100 DOLLARS ($27,350.47) 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 Craigmont Sanitary Sewer Rehabilitation Project - Phase I (the "Project "); and
WHEREAS, a deduct change order in the amount of FOURTEEN THOUSAND EIGHT
HUNDRED THIRTY -SIX AND 76/100 DOLLARS ($14,836.76) 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 teens 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 Craigmont Sanitary Sewer
Rehabilitation Project - Phase I 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 -SEVEN THOUSAND THREE HUNDRED FIFTY AND 47/100 DOLLARS
($27,350.47); 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. 4 with
P.M. Construction and Rehabilitation, L.P., to adjust the final unit bid quantities for the Craigmont
Sanitary Sewer Rehabilitation Project - Phase I. A copy of said 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
40 and improvements, and finds and determines that all of said improvements have been completed as
C]
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 TWENTY -SEVEN THOUSAND THREE HUNDRED FIFTY AND 47/100 DOLLARS
($27,350.47) 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 27`h day of February, 2003.
C
PETE C. ALFARO, Mayor
ATTEST:
CJ 4' �'rSMIT"►I, City Clerk
APPROVED AS TO FORM:
ACIO RAMIREZ, SRO!'
R ity Attorney
F:Ueanene \My Documents \Council \02 -03\ February\ ChangeOrder4& FinalPayCraigmontSanitarySewerRehabPhasel .doc
2
r1
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11
CITY OF BAYTOWN
Craigmont Sanitary Sewer Rehabilitation - Phase I
CHANGE ORDER #4
(Balancing Change Order)
February 14, 2003
This change order is requested to balance the difference of the originally estimated quantities and actual quantities used to complete the project.
The project consisted of the rehabilitation and replacement of sanitary sewer tines in the Craigmont and School Courts subdivisions. There
were two change orders during this project that increased the contract amount by aproximately 25% in order to capitalize on competitive prices.
This project was completed ahead of schedule and the contractor's workmanship was satisfactory.
Item
Description
Unit
Orig.
Quant.
Final
Quant.
Diff.
Price
Cost
Difference
1
8" Pi eburstin , 8'-15' deep
LF
1365
1750
385
$ 29.00
$ 11,165.00
2
12" Pi eburstin , 8'-15' deep
LF
1651
938
-713
$ 38.00
S (27,094.00)
3
12" Pi eburstin , over 15' deep
LF
1000
1403
403
$ 38.00
$ 15,314.00
4
Remove existing sli liner
LF
2940
5580
2640
$ 7.00
$ 18,480.00
5
Short side service, over 8' deep
EA
19
35
16
$ 500.00
$ 8,000.00
6
Manhole wall sealing
VF
285
326.66
41.66
$ 90.00
$ 3,749.40
7
New manhole, 0'-4' deep
EA
2
4
2
$ 1,500.00
$ 3,000.00
8
New manhole, 5'-8' deep
EA
2
4
2
$ 1,600.00
$ 3,200.00
9
New manhole, over 8' deep
VF
20
4
-16
$ 150.00
$ (2,400.00)
10
Replace/install ring and cover
EA
5
8
3
$ 350.00
$ 1,050.00
11
Extra cement stabilized sand
TON
300
686.19
386.19
$ 20.00
$ 7,723.80
12
Pt re air /obst removal, 0' -8' deep
EA
10
3
-7
$ 50.00
$ (350.00)
13
Pt re aidobst removal, 8' -15' deep
EA
10
4
-6
$ 100.00
$ (600.00)
14
Pt re airlobst removal, over 15' deep
EA
10
0
-10
$ 150.00
$ (1,500.00)
15
Extra length point repair, all depths
LF
10
0
-10
$ 15.00
$ (150.00)
16
Well point, all depths, up to 12 LF
EA
2
0
-2
$ 3,500.00
$ (7,000.00)
17
Well point, all depths, extra length
LF
1000
0
-1000
$ 0.01
$ (10.00)
18
Trench safety, up to 8' deep
LF
5468
650
A818
$ 0.01
$ (48.18)
19
Trench safety, 8'-15' deep
LF
2425
500
-1925
$ 0.01
$ (19.25)
20
Trench safety, over 15' deep
LF
1000
80
-920
$ 0.01
$ (9.20)
21
Clean and televise 6 " -12" sewers
LF
3000
336
-2664
$ 2.00
$ (5,328.00)
22
Post construction TV inspection
LF
9197
11008
1811
$ 1.00
$ 1,811.00
23
Rmv /re lace 6 " -12 ", 8'-15' deep
LF
311
311
0
$ 39.00
$ -
24
Rmv /re lace 6 " -12 ", over 15 deep
LF
50
0
-50
$ 39.00
$ (1,950.00)
25
Rmv /replace 5" concrete pavement
SY
100
6.2
-93.8
$ 10.00
$ (938.00)
26
Rmv /replace 8" concrete pavement
SY
100
12
-88
$ 15.00
$ (1,320.00)
27
Rmv /re lace 2" asphalt pavement
SY
100
395.5
295.5
$ 40.00
$ 11,820.00
28
1" rock for bedding
TON
100
72.79
-27.21
$ 10.00
$ (272.10)
29
Flagman for direction of traffic
MHR
100
0
-100
$ 25.00
$ (2,500.00)
Alternate Bid Item No. 1
0
$
30
8" Pi eburstin , 0'-8' deep
LF
3801
3538
-263
$ 29.00
$ (7,627.00)
31
IShort side service, 0'-8' deep
EA
26
32
6
$ 400.00
$ 2,400.00
32
ILong side service, 0'-8' deep
EA
22
28
6
$ 850.00
$ 5,100.00
Alternate Bid Item No. 2
0
1
$ -
33
8" Pi eburstin , 0'-8' deep
LF
1380
3013
1633
$ 29.00
$ 47,357.00
34
IShort side service, 0'-8' deep
EA
19
47
28
$ 400.00
$ 11,200.00
Change Order No, 1
0
$ -
35 1 Price dill, 8" and 10" pipebursting
LS
1
1
0
$ 5,278.00
$
Change Order No. 2
1
1
0
$
36 lincrease contract 23.55%
1 LS
1 1
0
-1
$ 107,091.23
$ (107,091.23)
Total Deduct Change Order #4
EMIT A
Pagel of 2
(14,836.76)
• CITY OF BAYTOWN
Craigmont Sanitary Sewer Rehabilitation - Phase I
CHANGE ORDER #4
(Balancing Change Order)
February 14, 2003
This change order is requested to balance the difference of the originally estimated quantities and actual quantities used to complete the project.
The project consisted of the rehabilitation and replacement of sanitary sewer lines in the Craigmont and School Courts subdivisions. There
were two change orders during this project that increased the contract amount by aproximately 25% in order to capitalize on competitive prices.
This project was completed ahead of schedule and the contractor's workmanship was satisfactory.
Change Order Summary:
Original Contract Amount
$
449,476.93
Change Order #1
$
5,278.00
Change Order #2
$
107,091.23
Amended Contract Amount
$
561,846.16
Final Construction Cost
$
547,009.40
Deduct Change Order #4
$
(14,836.76)
PM Construction Date
Finance
i
Date
Page 2 of 2
Change Order Summary:
Original Contract Time
Change Order No. 3, Add
Change Order No. 4, Add
90 Calendar Days
30 Calendar Days
26 Calendar Days
Adjusted Contract Time 146 Calendar Days
Director of Engineering Date
City Manager
Date
• City of Baytown
Craigmont Sanitary Sewer Rehabilitation - Phase !
Pay Estimate No. 6
•
P.M. Construction
7704 E. Erath
Houston, Texas 77012
Pay Estimate No. 6 (Final)
Pay Estimate Cut -off Date: February 27, 2003
Total Time Allowed: 146 calendar days
Total Time Used: 142 calendar days
Page 1 of 3
Estimated
Quantity
Unit
Total This
Item
Description
Unit
Quantity
This Estimate
Price
Estimate
8" Sewer Reconstruction by
1
Pipebursting with 8.625 -Inch O.D.
LF
1365
1750
$29.00
$50,750.00
HDPE Pipe (SDR -17), 8' -15'
Dee
12" Sewer Reconstruction by
2
Pipebursting with 12.75 -Inch O.D.
LF
1651
938
$38.00
$35,644.00
HDPE Pipe (SDR -17), 8' -15'
Dee
12" Sewer Reconstruction by
3
Pipebursting with 12.75 -Inch O.D.
LF
1000
1403
$38.00
$53,314.00
HDPE Pipe (SDR -17), Over 15'
Dee
4
Remove existing slipliner, all
LF
2940
5580
$7.00
$39,060.00
sizes and depths
5
Reconnect service - short side,
EA
19
35
$500.00
$17,500.00
Over 8' dee
6
Manhole wall sealing
VF
285
327
$90.00
$29,399.40
7
Replace/install MH, 0' - 4'
EA
2
4
$1,500.00
$6,000.00
deep
8
Replace /install new MH, 5' - 8'
EA
2
4
$1,600.00
$6,400.00
deep
9
Replace /install w MH, over 8'
VF
20
4
$150.00
$600.00
deep
10
Replace/install ring and cover
EA
5
8
$350.00
$2,800.00
11
Extra Cement stab. Sand backfill,
TON
300
686
$20.00
$13,723.80
2 sacks /ton
12
Point rpr /obst rmv - pipe bursting,
EA
10
3
$50.00
$150.00
0' -8'dee
13
Point rpr /obst rmv - pipe bursting,
EA
10
4
$100.00
$400.00
8'- 15'dee
14
Point rpr /obst rmv - pipe bursting,
EA
10
0
$150.00
$0.00
over 15' dee
15
Extra length point repair, all
LF
10
0
$15.00
$0.00
depths
16
Well point, all depths, up to 12 LF
EA
2
0
$3,500.00
$0.00
Page 1 of 3
•
•
Page 2 of 3
Estimated
Quantity
Unit
Total This
Item
Description
Unit
Quantity
This Estimate
Price
Estimate
17
Well point, all depths, extra length
LF
1000
0
$0.01
$0.00
over 12 LF
18
Trench safety, up to 8' deep
LF
5468
650
$0.01
$6.50
19
Trench safety, 8' - 15' deep
LF
2425
500
$0.01
$5.00
20
Trench safety, over 15' deep
LF
1000
80
$0.01
$0.80
Note: Preliminary Cleaning And
Televising are incidental to Pipe
Bursting
-
21
Clean and Televise 6" - 12" sewer
LF
3000
336
$2.00
$672.00
TV inspection — Post -
22
Construction, Includes tapes and
LF
9197
11008
$1.00
$11,008.00
written report
Rmv /replace 6" - 12 ", includes
23
modified bedding, 8'- 15' deep,
LF
311
311
$39.00
$12,129.00
50 LF min.
Rmv /replace 6" - 12 ", includes
24
modified bedding, Over 15' deep,
LF
50
0
$39.00
$0.00
50 LF min.
Rmv /rpl up to 5" concrete
25
sidewalk/driveway (includes saw
SY
100
6
$10.00
$62.00
cutting, reinforcement
Rmv /rpl up to 8" concrete
26
sidewalk/driveway /pavement
SY
100
12
$15.00
$180.00
(incl. saw cut, reinf., base repair)
Rmv /rpl up to 2" HMAC, Type D
27
(incl. saw cut, tack coat, base
SY
100
396
$40.00
$15,820.00
repair)
28
1" rock with no fines for bedding
TON
100
73
$10.00
$727.90
(incidental to point repairs)
29
Flagman for direction of traffic
MHR
100
0
$25.00
$0.00
Alternate Bid Item Number 1
$0.00
8" Sewer Reconstruction by
30
Pipebursting with 8.625 -Inch O.D.
LF
3801
3538
$29.00
$102,602.00
HDPE Pipe (SDR -17), 0' -8' Deep
31
Reconnect service - short side, 0'
EA
26
32
$400.00
$12,800.00
8' deep
32
Reconnect service - long side, 0' -
EA
22
28
$850.00
$23,800.00
8' deep
Alternate Bid Item Number 2
$0.00
8" Sewer Reconstruction by
33
Pipebursting with 8.625 -Inch O.D.
LF
1380
3013
$29.00
$87,377.00
HDPE Pipe (SDR -17), 0' -8' Deep
34
Reconnect service - short side, 0'
EA
19
47
$400.00
$18,800.00
8' deep
Page 2 of 3
•
0
Item
Description
Unit
Estimated
Quantity
Quantity
This Estimate
Unit
Price
Total This
Estimate
Change Order No. 1
$0.00
Price difference between 8" and 10"
pipebursting w /HDPE Pipe (SDR -17)
LS
1
1.00
$5,278.00
$5,278.00
Subtotal
$547,009.40
Deduct Previous Payments
$519,658.93
Payment Due
$27,350.47
PM Construction Date
Contract Summary:
Director of Engineering Date
Original Contract Amount:
449,476.93
Change Order, Add: Change Order No. 1
5,278.00
Change Order, Add: Chan e Order No. 2
107,091.23
Change Order, Deduct:
519,658.93
Current Contract Amount:
561,846.16
Work Performed to Date:
547,009.40
Less 5% Retains e:
0
Net Amount Earned to Date:
547,009.40
Less Previous Payments:
519,658.93
* ** *AMOUNT DUE THIS ESTIMATE * * **
$ 27,350.47
Page 3 of 3