Ordinance No. 9,0782001111 -5
ORDINANCE NO. 9078
® AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF BAYTOWN,
TEXAS, AMENDING ORDINANCE NO. 9045, PASSED ON THE 30TH DAY
OF NOVEMBER, 2000, TO AUTHORIZE CHANGE ORDERS NO. 1 TO
EACH WORK ORDER 1, 2, 3 AND 4 WITH P.M. CONSTRUCTION AND
REHABILITATION, L.P., TO ADJUST THE FINAL UNIT BID QUANTITIES
FOR THE ANNUAL SANITARY SEWER REHABILITATION CONTRACT —
YEAR 2000; AUTHORIZING AN ADDITIONAL SIXTEEN THOUSAND
NINE HUNDRED SEVENTY -SEVEN AND 19/100 DOLLARS ($16,977.19)
TO P.M. CONSTRUCTION AND REHABILITATION, L.P., PURSUANT TO
SUCH CHANGE ORDERS, MAKING FINAL PAYMENT FOR THE
CONTRACT TOTAL ONE HUNDRED TWENTY -FOUR THOUSAND SIX
HUNDRED FORTY AND 54/100 DOLLARS ($124,640.54); PROVIDING A
REPEALING CLAUSE; CONTAINING A SAVINGS CLAUSE; 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 — Year 2000 (the "Project "); and
WHEREAS, deduct change orders for Work Orders 1, 2, 3, and 4 under this contract in
the amount of TWELVE THOUSAND TWO HUNDRED SEVENTY -ONE AND 25/100
DOLLARS ($12,271.25) were authorized in Ordnance No. 9045, passed on November 30, 2000;
and
WHEREAS, the correct amount of the change order for Work Orders 1, 2, 3, and 4
should have been FIVE THOUSAND FIVE AND 00 /100 DOLLARS ($5,005.00) to reflect the
actual quantities used in the Project; and
WHEREAS, the City Council authorized final payment and the City has made payment
in the amount of ONE HUNDRED SEVEN THOUSAND THREE HUNDRED SIXTY -FOUR
AND 28/100 DOLLARS ($107,364.28) pursuant to Ordinance No. 9045; and
WHEREAS, there: remains due and owing to P.M. Construction and Rehabilitation, L.P.,
the sum of SEVENTEEN THOUSAND TWO HUNDRED SEVENTY -SIX AND 26/100
DOLLARS ($17,276.26) for the work performed for the Project; NOW THEREFORE
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF BAYTOWN,
TEXAS:
Section 1: That the City Council does hereby amend Ordinance No. 9045, passed on
the 30th day of November, 2000, by authorizing Change Orders No. 1 to each Work Order 1, 2, 3
and 4 with P.M. Construction and Rehabilitation, L.P., to adjust the final unit bid quantities and
accept the work performed under Work Orders 1, 2, 3 and 4 for the Annual Sanitary Sewer
® Rehabilitation Contract — Year 2000. A copy of each deduct change order is attached hereto,
marked Exhibits "A," `B" "C," and "D" and made a part hereof for all intents and purposes.
2001111 -5a
® Section 2: That payment to P.M. Construction and Rehabilitation, L.P., in the amount
of SEVENTEEN THOUSAND TWO HUNDRED SEVENTY -SIX AND 26/100 DOLLARS
($17,276.26) is hereby authorized, making ONE HUNDRED TWENTY -FOUR THOUSAND
SIX HUNDRED FORTY AND 54/100 DOLLARS ($124,640.54) the total contract price for the
Project.
Section 3: All ordinances or parts of ordinances inconsistent with the terms of this
ordinance are hereby repealed; provided, however, that such repeal shall be only to the extent of
such inconsistency and in all other respects this ordinance shall be cumulative of other
ordinances regulating and governing the subject matter covered by this ordinance.
Section 4: If any provision, section, exception, subsection, paragraph, sentence,
clause or phrase of this ordinance or the application of same to any person or the set of
circumstances, shall for any reason be held unconstitutional, void or invalid, such invalidity shall
not affect the validity of the remaining provisions of this ordinance or their application to other
persons or sets of circumstances and to this end all provisions of this ordinance are declared to be
severable.
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 11th day of January, 2001.
ATTEST:
GARY V. S - , City Clerk
APPROVED AS TO FORM:
C4��/Ico� -
ACIO RAMIREZ, ., City Attorney
PETE C. ALFARO, Mayor
® c:k1h258\ Council\ Ordinances\ AmendingAnnualSanitarySewerFinalPayment
2
P�
Cotwol
CITY OF BAYTOWN
ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
Change Order #1 on Work Order #1
11/22/2000
This work order included pipe bursting , service reconnections, well pointing, manhole wall rehabilitation and miscellaneous items
related to work on Coachman, Glenhaven, St. Andrews, Kilgore. Walker @ Cline and Civic Drive.
EXHIBIT A
pagel
Ong.
Final
Cost
Item
Description
Unit
Quant
Quant.
Diff.
Price
Difference
1
Pipe bursting 6" & 8" with 8'
HOPE min. SOR 17, 0'-8' deep
LF
2358
2062
-296
S 38.00
$(11,248.00)
2
Pipe bursting 6' & 8" with 8"
HOPE min. SDR 17, 8' -15' deep
LF.
2700
2179
-521
S 40.00
$(20,840.00)
3
Pipe bursting 6" & 8' with 8'
HOPE min. SDR 17, over 15'
deep
LF
0
0
0
$ 45.00
S
4
Pipe bursting 8" & 10" with 10"
HOPE min. SDR 17, 0'-8' deep
LF
0
0
0
S 42.00
$
5
Pipe bursting 8" & 10" with 10"
HOPE min. SDR 17, 8' -15' deep
LF
0
01
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'
HOPE 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
S
9
Pipe bursting 10' & 12' with 12'
HOPE min. SDR 17, over 15'
deep
LF
0
0
$ 75.00
$
10
Pipe bursting 12" & 15" with 15"
HOPE min. SDR 17, min, PVC
SDR 26, 0'-8' deep
LF
0
210
210
$ 75.00
S 15,750.00
11
Pipe bursting 12' & 15" with 15'
HOPE min. SDR 17, min, PVC
SDR 26, 8' -15' deep
LF
2631
264
1
$ 85.00
$ 85.00
12
Pipe bursting 12' & 15' with 15'
HOPE min. SDR 17, min, PVC
ISOR
26, over 15' deep
LF
0
.01
0
$ 100.00
S -
13
Remove existing slipliner, all
sizes and depths
LF
1032
2408
1376
$ 5.00
$ 6,880.00
14
Reconnect service - short side,
0'-8' deep
EA
28
34
6
$ 500.00
$ 3,000.00
15
Reconnect service - short side,
over8'deep
EA
50
38
-12
$ 700.00
$ (8,400.00)
16
Reconnect service - long side, 0'
18'deep
EA
0
0
0
S 1.200.00
$
17
Reconnect service - long side,
over 8' deep
EA
1 0
0
0
$ 1,500.00
$
181
Manhole Wall Sealing
VF
145
123.53
-21.47
$ 85.00
S (1,824.95)
19
Repl/install new manhole, 0'-8'
Ideep
EA
3
1
-2
$ 1,500.00
$ (3,000.00)
201
New Manhole. over B' deep
VF
1
1
0
$ 200.00
$ -
211
Replace/install ring and cover
EA
0
1
1
$ 300.00
$ 300.00
22
Extra cement stabilized sand
backfill, 2 sk. /ton
TON
70
151.72
81.72
$ 20.00
S 1,634.40
23
Point Rpr /obst rmv - pipe
bursting, 0'- 8' deep
EA
1 01
3
3
$ 300.00
$ 900.00
24
Point Rpr /obst rmv - pipe
bursting, 8'- 15' deep
EA
0
oil
01
$ 400.00
S
25
Point Rpr /obst rmv - pipe
bursting, over 15' deep
EA
0
0
0
$ 500.00
S
26
Extra Length point repair, all
depths
LF
0
0
0
$ 60.00
S
27
Well Point set up, up to 12 If
EA
2
0
-2
S 2,800.00
$ (5,600.00)
28
Well Point, Extra length over 12
If
LF
201
0
-20
$ 20.00
S (400.00)
29
Trench Safety, 0' to 8' deep
LF
200
20
180
$ 1.00
$ (180.00)
EXHIBIT A
pagel
Cotwot
CITY OF BAYTOWN
ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
Change Order #1 on Work Order #1
11/2212000
This work order included pipe bursting , service reconnections, well pointing, manhole wall rehabilitation and miscellaneous items
related to work on Coachman, Glenhaven, St. Andrews, Kilgore, Walker @ Cline and Civic Drive.
30
Trench Safety, 8' to 15' deep
LF
2251
233
8
5 1.00
S 8.00
31
Trench Safety, 8' to 15' deep
LF
01
0
0
$ 1.00
$
32
Clean 6" to 12" Sewer
LF
01
9891
989
S 3.00
$ 2.967.00
33
Clean 15" to 21" Sewer
LF
01
01
0
S 5.00
S -
34
Clean 24" to 36" Sewer
LF
OF—
01
0
S 10.00
S -
35
TV Inspection of Sewer
LF
01
9891
989
$ 1.00
$ 989.00
36
Bypass Pumping, 3" pump
Day
01
91
9
$ 1.00
S 9.00
37
Bypass Pumping, 4" pump
Day
01
01
0
$ 1.00
$ -
38
Bypass Pumping, 6" pump
Day
01
1
0
$ -
$
39
Bypass Pumping, 8" pump
Day
01
01
0
S
$ -
40
Pt. Repair, 6' - 12', 0'- 8' deep,
up to 12 ff
EA
0
3
3
$ 1,250.00
S 3,750.00
41
Pt. Repair, 6" - 12 ', 8'- 15'
deep, up to 12 If
EA
0
6
6
S 1,750.00
S 10,500.00
42
Pt. Repair, 6' - 12 ", over 15'
deep. up to 12 If
EA
0
0
0
S 2.500.00
$ -
43
Pt. Repair, 15" - 18', 0' - 8'
deep, up to 12 If
EA
0
1
1
S 2.250.00
S 2.250.00
44
Pt. Repair, 15' - 18', 8' - 15'
deep, up to 12 If
EA
0
0
01
S 2.900.00
S -
45
PL Repair, 15' - 18', over 15'
deep, up to 12 If
EA
0
0
0
$ 3.500.00
$
46
PL Repair, 21' - 36 ', 0' - 8'
deep, up to 12 If
EA
0
0
0
S 4,000.00
$ -
47
Pt. Repair, 21' - 36 ", 8'- 15'
deep, up to 12 If
I EA
0
01
0
$ 6,000.00
$
48
Pt. Repair, 21' - 36', over 15'
deep, up to 12 If I
I EA
0
0
0
$ 8,000.00
$
49
Extra length pt. Repair, all sizes,
0'- 8' deep
LF
0
.. 0
0
S 80.00
S
50
Extra length pt. Repair, all sizes,
8'- 15' deep
LF
0
0
0
S 120.00
S-
51
Extra length pL Repair, all sizes,
overl5'deep
LF
0
0
0
S 160.00
$
52
Rmv /Rplace 6" - 12', includes
modified bedding, 0'- 8' deep,
50 L.F. min.
LF
01
0
0
$ 65.00
S
53
Rmv /Rplace 6" - 12", includes
modified bedding, 8' - 15' deep,
50 L.F. min.
LF
0
0
0
S 75.00
S
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
01$
75.00
$
56
Rmv /Rplace 15" - 18", includes
modified bedding, 8' - 15' deep,
50 L.F. min.
LF
0
0
0
$ 100.00
S
57
Rmv /Rplace 15" - 18 ", includes
modified bedding, over 15'
deep, 50 L.F. min.
0
0
0
$ 125.00
S
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
S
60
Rmvlreplace up toy" concrete
sidewalk/driveway (includes
sawcutting & reinforcement)
SY
0
0
0
$ 45.00
1 S
page2
I
El
Colwo1
CITY OF BAYTOWN
ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
Change Order #1 on Work Order #1
11/2212000
This work order included pipe bursting , service reconnections, well pointing, manhole wall rehabilitation and miscellaneous items
related to work on Coachman, Glenhaven, St. Andrews. Kilgore, Walker aQ Cline and Civic Drive.
61
Isawcutting
Rmv /replace up to5' concrete
sidewalk/driveway (includes
& reinforcement)
SY
0
0
0
S 60.00
$
62
Rmv /repi up to 2' HMAC, Type
D, (incl. Saw cut,tack coat, base
repair)
SY
0
22.26
22.26
S 30.00
$ 667.80
63
1' rock with no fines for bedding
(incidental to point repairs)
TON
10
6
-4
$ 20.00
$ (80.00)
64
Annular and void space grouting
CY
6
0
-6
$ 100.00
$ (600.00)
65
Flagman for direction of traffic
MHR
0
0
0
$ 20.00
$
66
Hydromulch Seeding
SY
480
420
-60
$ 3.00
$ (180.00)
67
Bypass Pumping, 6' or greater
Day
2
0
-2
$ 1.00
$ (2.00)
68
Root & tuberculation removal, 6'
- 12'
LF
01
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
Drop manhole assembly, up to
8' deep
Drop manhole assembly, over 8'
deep
Emergency mobilization
LF
0
0
0
$ 100.00
$ -
71
EA
01
0
0
$ 2,500.00
$ -
72
VF
0
0
0
$ 500.00
$ -
73
EA
0
0
0
$ 1,000.00
$ -
Total Change O r #1
M Construction— Date
Finance Date
Work Order Summary,
Final Construction Cost $ 298,546.25
Initial Work Order $ 301.211.00
Change Order #1 S (2,664.75)
Director of Engineering Date
City manager Date
S (2,6 .75)
page3
CITY OF BAYTOWN
• i
Project: ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
P.M. Construction and Rehabilitation, L.P.
404 East Erath
uston, Texas 77012
Pay Estimate No. 4 final
Pay Estimate Cut -off date November16,2000 (Invoice Date)
Work Order #1 rev., Total Time Allowed: 60 Working Days
Total Time Used: 52 Working Days
Item Description
Unit
Est. VV01
Quant.
P.E.1
Quantities
P.E.2 P.E.3 P.E.4 Total
Quantities Quantities Quantities ( to Date
Uni;
Price
Total
I Estimate
I
I
I
I
I
!
I
I
I
I
I
I
1
I
Pipe bursting 6" & 8" with 8" HOPE min. SDR
1 17,0'- 8'deep
LF 1
2358
0
1606
G
456
2062
S 38.001
578'56.0(
2
Pipe bursting 6" & 8" with 8" HOPE min. SDR
17. 8' -15' deeo
LF
2700
1163
1016
0
0
2179
S 40.00
587,160.01
3
Pipe bursting 6" & 8' with 8" HOPE min. SDR
17, over 15' deep
LF
0
0
0
0
0
I 0
5 45.00
S0.0(
41
Pipe bursting 8" & 10" with 10" HOPE min.
SOR 17, 0' -8' deep
LF
0 I
0
0
0
0
I 0
S 42.00
SO.GI
S,SDR
(Pipe bursting 8" & 10" with 10" HOPE min.
17. 8' -15' deep
LF
0
0
0
0
0
I 0
S 45.00
SO.O(
6
Pipe bursting 8" & 10" with 10" HOPE min.
SDR 17, over 158' deep
LF
0
0
0
0
G
0
S 50.00
SO.01
7
Pipe bursting 10" & 12" with 12" HOPE min.
SDR 17. 0'-8' deep
LF
0
0 I
0
0
0
0
S 55.00
S0.01
8
Pipe bursting 10" & 12" with 12" HOPE min.
SOR 17, 8' -15' deep
LF
0
0
0
0
0
0
S 60.00
50.01
9
Pipe bursting 10" & 12" with 12" HOPE min.
SDR 17, over 15' deep
LF
0
0
0
0
0
I 0
S 75.00
50.01
101SOR
fPipe bursting 12" & 15" with 15" HOPE min.
17, min, PVC SDR 26, 0'-8' deep
LF
0
1 0
0 I
210
0
210
$ 75.00
515.750.0(
11
Pipe bursting 12" & 15" with 15" HOPE min.
SDR 17, min, PVC SDR 26, 8' -15' deep
LF
263
C
264
0
0
264
S 65.00
I 522.440.0(
12IPipe
bursting 12" & 15" with 15" HOPE min.
SDR 17, min, PVC SDR 26, over 15' deep
LF
0
0
0
0
0
0
$ 100.00
$0.0(
13
Remove existing slipliner, all sizes and depths
LF
1032
1- 163
1245 1
0
0
2408
S 5.00
512.040.0(
14
Reconnect service - short side, 0'-8' deep
EA
I 28
0 129
1
a
34
S 500.00
$17.000.0(
151
Reconnect service - short side. over 8' deep
EA
50
22
16
0
0
38
S 700.00
$26,600.0(
16
Reconnect service - long side. 0'-8' deep
EA
0
1 0
0
0
0
0
S 1,200.00
50.0(
17
Reconnect service - long side, over 8' deep
EA
0
I 0
1 0
0
0
0
1 S 1.500.00
18
Manhole Wall Sealing
LF
145
0
0
1 72.67 1
50.66
1 123.53
S 85.00
$10,500.0;
19
Reol /install new manhole. 0' -8' deep
EA
3
I 0
1
0 I
0
I 1
$ 1,500.00
51,500.01
20
New Manhole , over 8' deep
VF
1
I 0
1
0
0
1 1
$ 200.00
5200.01
21
I Replace install ring and cover
EA
0
0
0
I 0
1
1 1
1 S 300.00
$300.01
221
Extra cement stabilized sand backfill, 2 sk. /ton
TON
I 70
I 29.63
I 122.0g
0
0
1 151.72
I S 20.00
53.034.41
231
Point Rpr /obst rmv - pipe bursting, 0' - 8' deep
EA
1 0
0
0
3
0
I 3
S 300.00
5900.0(
241Point
Rpr /obst rmv - pipe bursting, 8' - 15'
EA
1 0
I 0
I 0
0 I
0
I 0
S 400.00
S0.0(
25
Point Rprlobst rmv - pipe bursting, over 15'
deeo
EA
! 0
0
0
0
I 0
0
$ 500.00
$0.01
26
)Extra Length point repair, all depths
LF
0
1' 0
1 0
0
I 0
1 0
I$ 60.00
S0.0(
27
Well Point set up, up to 12 If
EA
2
I 0
0
1 0
0
I C
I S 2.800.00
$0.01
281
Well Point, Extra length over 12 If
LF
20
1 0
I 0
0
0 1 0
I S 20.00
S0.0(
29
Trench Safety. 0' to 8' deep
LF
1 200
I 0
j 0
1 20
1 0 I 20
5 t.00
1 $20.01
30
Trench Safety, 8' to 15' deep
I LF
1 225
1 110
123
G
0 1 233
1 S 1.00
5233.01
31
ITrench Safety, 8' 10 15' deep
LF
0
0
1 0
I 0
0 0
S 1.00
50.01
32
Clean 6" to 12" Sewer
LF
0
1 0
I 989
0
0 1 989
1 S 3.00
$2.967.0(
33
Clean 15" to 21" Sewer
L.
j 0
1 0
i 0
o
0 0
1 S 5.00
$0.0(
3410ean
24" to 36" Sewer
LF
0
1 0
1 0
1 0
0 ! 0
I S 10.00
50.0(
3517V
Inspection of Sewer
LF
1 0
1 0
989
1 0
0 ! 989
1 S 1.00
5989.0(
1 3618yoass
Pumping, 3" pumo
Day 1 0
1
E
1 0
I 0 1 9
1 S 1.00
S9.0(
371Byoass
Pumping, 4" pumo
I Day 1 0
0
I 0
1 0
0 J 0
1 S 1.00
I $0.0(
38
TBypass Pumping. 6" pump
Day 1 0
0
1 0
0
1 0 j 0
5 -
1 SO.O(
391
Bypass Pumping. 8" pump
i Oav 0
1 0
0
0
0 I 0
$ -
50.0(
401
Pt. Repair, 6" - 12 ". 0' - 6' deep, up to 12 If
1 EA i 0
I 0
I 3
0
0 ( 3
5 1.250.00
53.750.0(
41 1Pt.
Repair, 6" - 12'. 8' . 15' deep, up to 12 If
EA I 0
I 0
j 6
0
0 6
5 1,750.00
I $10,500.0(
421Pt.
Reoair. 6" - 12 ". over 15' deeo. up to 12 If
I EA I 0
j 0
0
I 0
1 0 1 0
S 2.500.00
1 50.0(
431
Pt. Reoair. 15" - 18', 0'- 8' deep, up to 12 If
EA 0
0
0
I 1
G 1
J 5 2.250.00
52.250.01
441Pt.
Repair. 15" - 18 ", 8'- 15' deep. up to 12 If
EA I C
I 0
I 0
0
0 0
5 2.900.00
I $0.0(
45IPL
Reoair, 15" - 18". over 15' deep. uo to 12 If
EA 1 0
0
0
I 0
0 0
S 3,500.00
I SO.O(
1 461
Pt Repair. 21" - 3E" 0'- 8' dee^ uo to 12 If
I 0
0
j 0
0
j 0 1 0
1 S 4.000.00
1 50.01
pe4wol final
CITY OF BAYTOWN
Project: ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
P.M. Construction and Rehabilitation, L.P.
East Erath
ton, Texas 77012
Pay Estimate No. 4 final
Pay Estimate Cut -off date November16,2000 (Invoice Date)
Work Order R1 rev., Total Time Allowed: 60 Working Days
Total Time Used: 52 Working Days
Item
Description
Unit
Est WO1
Quant.
P.E .1
Quantities
P.E.2
I Quantities
P.E.3 P.E.4 Total
Quantities Quantities I to Date
Unit
Price
Total
I Estimate
471Pt. Repair. 21" - 36 ". 8'- 15' deep. uo to 12 If
I EA
0
I 0
1 0
I 0
I 0
1 0
S 6.000.00
$0.00
48IPt
Repair. 21" - 36 ", over 15' deep, uo to 12 If
EA
0
77
0
0
0
0
$ 8.000.00
50.00
49
Extra length pt. Repair, all sizes. 0' - 8' deep
LF
0
0
0
I 0
0
0
S 80.00
$0.00
50
Extra length pt. Repair, all sizes, 8' - 15' deep
LF
0
0
0
0
0
0
S 120.00
$0.00
51
Extra length pt. Repair, all sizes. overl5' deep
LF
0
0
0
0
0
0
$ 160.00
$0.00
52
Rmv /Rplace 6' - 12 ", includes modified
bedding, 0' - 8' deep. 50 L. F. min.
LF
0
0
0
0
0
0
S 65.00
50.00
53
Rmv /Rplace 6" - 12 ", includes modified
bedding, 8'- 15' deep. 50 L.F. min.
LF
0
0
0
0
0
0
S 75.00
$0.00
54
Rmv /Rplace 6" - 12 ", includes modified
bedding, over 15' deep, 50 LF. min.
LF
0
0
0
0
0
0
S 1,000.00
50.00
55
Rmv /Rplace 15" - 18 ", includes modified
bedding, 0'- 8' deep. 50 L.F. min.
LF
0
0
I 0
0
0
0
S 75.00
$0.00
56
Rmv /Rplace 15" - 18 ", includes modified
bedding, 8'- 15' deep, 50-L.F. min.
LF
0
0
0
0
0
0
S 100.00
$0.00
57
Rmv /Rplace 15"- 18 ", includes modified
bedding, over 15' deep. 50 L.F. min.
0
0
0
0
0
0
$ 125.00
$0.00
58
Auger & Encase 8" -10". all depths
LF
0
0
0
0
0
0
S 100.00
$0.00
59
Auger & Encase 12" -15 ", all depths
LF
0
0
0
0
0
0
$ 150.00
$0.00
60
Rmv /replace up toy" concrete
sidewalkidriveway (includes sawcutting &
reinforcement)
SY
0
0
0
0
0
0
S 45.00
$0.00
61
Rmv /replace up toy" concrete
sidewalk/driveway (includes sawcutting &
reinforcement)
SY
0
0
0
0
0
0
S 60.00
$0.00
62
Rmv /repl up to 2" HMAC, Type D, (incl. Saw
cut,tack coat base repair)
SY
0
0
22.26
0 1
0
22.26
$ 30.00
$667.80
53
1" rock with no fines for bedding (incidental to
point repairs)
TON
10
0
6
0
0
6
S 20.00
$120.00
64
Annular and void space grouting
CY
6
0
0
0
0
0
$ 100.00 I
$0.00
65
Flagman for direction of traffic
MHR
0
0
0
0
0
0 I
$ 20.00
$0.00
66
Hydromulch Seeding
SY
I 480
180
240
0
0
420
$ 3.00
$1.260.00
67
Bypass Pumping, 6" or greater
Day
2
0
0
0
0
0 I
$ 1.00
$0.00
68
Root & tubercutation removal. 6" - 12"
LF
0
0
0
0
0
0
$ 10.00
$0.00
691
Root & tuberculabon removal, 12" - 24"
LF
0
0
0
0
0
0
$ 20.00
$0.00
70
Steel Casing, up to 12", above ground, coated
and wrapped, including supports
LF
0
0
0
0
0
0
S 100.00
$0.00
71
Drop manhole assembly, up to 8' deep
EA
0
0
0 I
0
0
0
$ 2.500.00
$0.00
721
Drop manhole assembly. over 8' deep
VF
0
0
0
0
0 I
0
S 500.00
$O.00
731
Emergency mobilization
EA
0
0 I
0
0
0
0
S 1.000.00
$0.00
I
I
Total
-
;..
'
;
$298.546.25
Less 0% Retainage
-
3
$
Less Total Previous Payments on WO 1
$(260.881.54)
Payment Due This Estimate
ra v ;
"
-IM-2-1
W.t�'
ift
1
S 37,664.71
Construction ate
Contract Summary:
Current Work Order #1 Amount $298,54625
Less 5% Retainage $
Less P.E- 1 S (65,531.57)
Less P.E. 2 $ (171,016.72)
Less P.E. 3 $ (24,33325)
Current Amount Due 537,664.71
Asst Director of Engineering
pe4w01 final
r
El
Co1wo2
CITY OF BAYTOWN
ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
Change Order #1 on Work Order #2
11122/2000
This work order included pipe bursting , service reconnections, well pointing, manhole wall rehabilitation and miscellaneous items
related to work on Greenbriar North side, Greenbriar South Side, Lazy lane, Neal Street and Nolan Road.
EXHIBIT B
pagel
Orig.
Final
Cost
Item
Description
Unit
QuanL
Quant.
Diff.
Price
Difference
1
Pipe bursting 5" & 8" with 8"
HOPE min. SDR 17, 0'-8' deep
LF
2570
3613
1043
$ 38.00
$ 39,634.00
2
Pipe bursting 6" & 8" with 8"
HOPE min. SDR 17, 8' -15' deep
LF
1100
0
-1100
$ 40.00
$(44,000.00)
3
Pipe bursting 6" & 8" with 8"
HOPE min. SDR 17, over 15'
deep
LF
0
0
0
$ 45.00
$
4
Pipe bursting 8" & 10" with 10"
HOPE min. SDR 17, 0'-8' deep
LF
0
0
0
$ 42.00
$
5
Pipe bursting 8" & 10" with 10"
HDPE min. SDR 17, 8' -15' deep
LF
01
285
285
$ 45.00
$ 12,825.00
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"
HOPE min. SDR 17, 0'-8' deep
LF
0
0
0
$ 55.00
$
8
Pipe`bursting 10" & 12" with 12'
HDPE min. SDR 17, 8' -15' deep
LF
01
0
0
$ 60.00
$
9
Pipe bursting 10" & 12" with 12"
HOPE min. SDR 17, over 15'
deep
LF
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
500
480
-20
$ 5.00
$ (100.00)
14
Reconnect service - short side,
0'-8' deep
EA
72
91
19
$ 500.00
$ 9,500.00
15
Reconnect service - short side,
over 8'deep
EA
23
2
-21
$ 700.00
$(14,700.00)
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
$
18
Manhole Wall Sealing
VF
57
36.75
-20.25
$ 85.00
$ (1,721.25)
19
Repl/install new manhole, 0'-8'
deep
EA
2
4
2
$ 1,500.00
$ 3,000.00
20
New Manhole, over 8' deep
VF
0
0
0
$ 200.00
$
21
Replacefinstall ring and Cover
EA
0
1
1
$ 300.00
$ 300.00
22
Extra cement stabilized sand
backfrll, 2 sk.fton
TON
0
218.1
218.1
$ 20.00
$ 4,362.00
23
Point Rprlobst nnv - pipe
bursting, 0'- 8' deep
EA
0
11
11
$ 300.00
$ 3.300.00
24
Point Rprlobst nnv - pipe
bursting, 8'- 15' deep
EA
0
1
1
$ 400.00
$ 400.00
25
Point Rprlobst mry - pipe
bursting, over 15' deep
EA
0
0
0
$ 500.00
$
26
Extra Length point repair, all
depths
LF
0
0
0
$ 60.00
$
27
Well Point set up, up to 12 If
EA
0
0
0
$ 2,800.00
$
28
Well Point, Extra length over 12
H
LF
1 01
0
0
$ 20.00 1
$
291
Trench Safety, 0' to 8' deep
LF
1 2001
255
55
$ 1.00 1
$ 55.00
EXHIBIT B
pagel
Coiwo2
CITY OF BAYTOWN
ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
Change Order #1 on Work Order #2
11/22/2000
This work order included pipe bursting , service reconnections, well pointing, manhole wall rehabilitation and miscellaneous items
related to work on Greenbriar North side, Greenbriar South Side, Lary lane, Neal Street and Nolan Road.
30
Trench Safety, 8' to 15' deep
LF
160
45
-115
$ 1.00
$ (115.00)
31
Trench Safety, 8' to 15' deep
LF
0
0
0
$ 1.00
$
32
Clean 6" to 12" Sewer
LF
1870
1617
-253
$ 3.00
$ (759.00)
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
1870
1617
•253
$ 1.00
$ (253.00)
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
2
0
-2
$ 1,250.00
$ (2,500.00)
41
Pt. Repair, 6" - 12", 8'- 15'
deep, up to 12 If
EA
31
1
-2
$ 1,750.00
$ (3,500.00)
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
01
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
0
0
0
$ 4,000.00
$
47
Pt. Repair, 21" - 36 ", 8'- 15'
deep, up to 12 If
EA
0
0
0
$ 6.000.00
$
48
PL Repair, 21" - 36", over 15'
deep, up to 12 If
EA
0
0
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
1
1
$ 120.00
$ 120.00
51
Extra length pt. Repair, all sizes,
overl5' deep
LF
0
0
0
$ 160.00
$ -
52
Rmv /Rplace 6" - 12', includes
modified bedding, 0' - 8' deep,
50 L.F. min.
LF
0
0
0
$ 65.00
$
53
Rmv /Rplace 6" - 12", includes
modified bedding, 8'- 15' deep,
50 L.F. min.
LF
0
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
$ 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
01
0
0
$ 45.00
$ -
page2
P.
Co1wo2
CITY OF BAYTOWN
ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
Change Order #1 on Work Order #2
11122!2000
This work order included pipe bursting , service reconnections, well pointing, manhole wall rehabilitation and miscellaneous items
related to work on Greenbriar North side, Greenbriar South Side, Lary lane, Neal Street and Nolan Road.
61
Rmv /replace up to5" concrete
sidewalk/driveway (includes
sawcutting & reinforcement)
SY
0
0
0
$ 60.00
$
62
Rmv /rep! up to 2" HMAC, Type
D, (incl. Saw cut,tack coat, base
repair)
SY
0
60.91
60.91
$ 30.00
$ 1,827.30
63
1' rock with no fines for bedding
(incidental to point repairs)
TON
0
01
0
$ 20.00
$ -
64
Annular and void space grouting
CY
0
0
0
S 100.00
$
65
Flagman for direction of traffic
MHR
0
0
0
$ 20.00
$ -
66
H dromulch Seeding
SY
500
400
-100
$ 3.00
$ (300.00)
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
Drop manhole assembly, up to
LF
0
0
0
$ 100.00
S
71
8' deep
Drop manhole assembly, over 8'
EA
0
0
0
$ 2,500.00
$ -
72
deep
Emergency mobilization
VF
0
0
0
$ 500.00
$ -
7 3
EA
0
0
0
$ 1,000.00
$
e 7 iTc na
Total Change Order
Construction Date Director of Engineering Date
Finance Date City manager Date
Work Order Summary:
Final Construction Cost $ 228,570.05
Initial Work Order $ 221,195.00
Change Order #1 $ 7,375.05
page3
CITY OF BAYTOWN
Project: ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
Construction and Rehabilitation, L.P.
4 East Erath
Houston, Texas 77012
Pay Estimate No. 2 (final)
Pay Estimate Cut-off date November 10, 2000 (Invoice Date)
Work Order #2, Total Time Allowed: 60 Working Days
Total Time Used: 18 Working Days
Item
Description
Unit
Est. W02
Quant.
P.E.1
Quantities
P.E. 2
Quantities
Total
Quantities
Unit
Price
Total this
Estimate
1
Pipe bursting 6" & 8" with 8" HOPE min. SDR
17, 0' -8' deep
LF
1 2570
1 3613
0
36131
S 38.00
$137,294.0(
2
Pipe bursting 6" & 8" with 8" HOPE min. SDR
17, 8' -15' deep
LF
1100
0
0
0
S 40.00
50.0(
3
Pipe bursting 6" & 8" with 8" HOPE min. SDR
17, over 15' deep
LF
0
0
0
O
$ 45.00
SO.0(
4
Pipe bursting 8" & 10" with 10" HOPE min.
SDR 17, 0' -8' deep
LF
0
0
0
0
S 42.00
50.0(
5
Pipe bursting 8" & 10" with 10" HOPE min.
SDR 17, 8' -15' deep
LF
0
285
0
285
$ 45.00
$12,825.0(
6
Pipe bursting 8" & 10" with 10" HOPE min.
SDR 17, over 158' deep
LF
0
0
0
0
$ 50.00
$0.0(
7
Pipe bursting 10" & 12" with 12" HOPE min.
SDR 17, 0'-8' deep
LF
0
0
0
O
$ 55.00
50.0(
8
Pipe bursting 10" & 12" with 12" HOPE min.
SDR 17, 8' -15' deep
LF
0
0
0
0
$ 60.00
S0.0C
9
Pipe bursting 10" & 12" with 12" HOPE min.
SDR 17, over 15' deep
LF
0
0
0
0
$ 75.00
$0.0C
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
$0.0C
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
S0.0C
12IPipe
bursting 12" & 15" with 15" HOPE min.
SDR 17, min, PVC SDR 26, over 15' deep
LF
0
0
0
0
S 100.00
S0.0C
13
Remove existing slipliner, all sizes and
depths
LF
500
480
0
480
$ 5.00
52,400.0[
14
Reconnect service - short side, 0' -8' deep
EA
72
91
0
91
S 500.00
545,500.0C
15
Reconnect service - short side, over 8' deep
EA
23
2
0
2
S 700.00
51,400.0(
16
Reconnect service - Iona side, 0' -8' deep
EA
0
0
01
0
$ 1,200.00
S0.0C
17 1
Reconnect service - long side, over 8' deep
EA
1 0
0
0
01
S 1,500.00
SO.00
18
Manhole Wall Sealing
VF
1 57
15.25
21.51
36.751
S 85.00
53,123.7E
19
Repl /install new manhole, 0' -8' deep
EA
2
4
01
41
S 1,500.00
56,000.0(
201
New Manhole , over 8' deep
VF
I 0
0
I 0
01
S 200.00
S0.0C
211
Replace/install ring and cover
EA
0
1
0
1 1
S 300.00
$300.00
221
Extra cement stabilized sand backfill, 2
TON 1
0
218.1
0
218.11
S 20.00
54,362.0C
231
Point Rpr /obst rmv - pipe bursting, 0' - 8'
EA
0
11
0
11
S 300.00
$3,300.00
24
Point Rpr /obst rmv - pipe bursting, 8'- 15'
EA
0
1
01
1
S 400.00
5400.00
25
Point Rpr /obst rmv - pipe bursting, over 15'
deep
EA
0
0
0
0
$ 500.00
S0.0C
26
Extra Length point repair, all depths
LF
0
0
01
01
s 60.00
S0.0C
27
Well Point set up, up to 12 If
EA 1
0
0
01
01
S 2,800.00
$0.0C
281Well
Point, Extra length over 12 If
LF
0
0
01
0
$ 20.00
$0.0C
29
Trench Safety, 0' to 8' deep
LF
200 1
255
0
2551
S 1.00 1
5255.0C
30
Trench Safety, 8' to 15' deep I
LF
160
45
0
451
S 1.00 1
S45.00
31 JTrench
Safety, 8' to 15' deep
LF
0
0
0
0
$ 1.00
S0.0C
=21
Clean 6" to 12" Sewer I
LF
1870
1617
- 0
16171
S 3.00
54,851.00
03
Clean 15" to 21" Sewer i
LF
0
0
0
0
S 5.00 1
S0.0C
341Clean
24" to 36" Sewer
LF
0
0
0
0
$ 10.00 1
50.0[
35
TV Inspection of Sewer
LF
1870
1617
01
1617
S 1.00 1
$1,617.00
36
Bypass Pumping, 3" pump
Day
0
0
01
0
S 1.00
1 S0.0C
371
Bypass Pumping, 4" pump
Day
0
0
01
0
$ 1.00
1 SO.00
pe 1 wo2partial
CITY OF BAYTOWN
Project: ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
AMM Construction and Rehabilitation, L.P.
East Erath
ouston, Texas 77012
Pay Estimate No. 2 (final)
Pay Estimate Cut -off date November 10, 2000 (Invoice Date)
Work Order #2, Total Time Allowed: 60 Working Days
Total Time Used: 18 Working Days
pe 1 wo2partial
Est. WO2
P.E.1
P.E. 2 1
Total
Unit
Total this
Item
Description
Unit
Quant.
Quantities
Quantities
Quantities
I
Price
Estimate
38
Bypass Pumping, 6" Dump
Day
0
0
01
01
S -
$0.00
39
Bypass Pumping, 8" pump
Day
0
0
0
0
$ -
$0.00
40
Pt. Repair, 6" - 12 ", 0'- 8' deep, up to 12 If
EA
2
0 1
0
0
$ 1,250.00
$0.00
411
Pt. Repair, 6" - 12", 8' - 15' deep, up to 12 If
EA 1
3
1
0
1
S 1,750.00
51,750.00
421
Pt. Repair, 6" - 12 ", over 15' deep, up to 12 If
EA
0
0
0
0
S 2,500.00
$0.00
43
Pt. Repair, 15" - 18 ", 0' - 8' deep, up to 12 If
EA
0
0
0
0
S 2,250.00
$0.00
44
Pt. Repair, 15" - 18 ", 8'- 15' deep, up to 12 If
EA
0
0
0
0
$ 2,900.00
$0.00
Pt. Repair, 15" - 18 ", over 15' deep, up to 12
451f
EA
0
0
0
0
$ 3,500.00
50.00
46
Pt. Repair, 21" - 36 ", 0'- 8' deep, up to 12 If
EA
0
0
0
0
S 4,000.00
$0.00
471
Pt. Repair, 21" - 36 ", 8' - 15' deep, up to 12 If
EA
0
0
0
0
$ 6,000.00
$0.00
Pt. Repair, 21" - 36 ", over 15' deep, up to 12
481
If
EA
0
0
0
0
$ 8,000.00
$0.00
49
Extra length pt. Repair, all sizes, 0'- 8' deep
LF
0
0
0
0
S 80.00
$0.00
50
Extra length pt. Repair, all sizes, 8' - 15' deep
LF
0
1
0
1
$ 120.00
$120.00
Extra length pt. Repair, all sizes, overl5'
51
deep
LF
0
0
0
0
$ 160.00
$0.00
Rmv /Rplace 6"- 12 ", includes modified
0
$ 65.00
$0.00
52
bedding, 0'- 8' deep, 50 L.F. min.
LF
0
0
0
IRmv/Rplace 6"- 12 ", includes modified
0
$ 75.00
$0.00
53
bedding, 8' - 15' deep, 50 L.F. min.
IF
0
0
0
Rmv /Rplace 6"- 12 ", includes modified
54
bedding, over l5' deep, 50 L.F. min.
LF
0
0
0
0
$ 1,000.00
$0.00
Rmv /Rplace 15" - 18 ", includes modified
I
55
bedding, 0'- 8' deep, 50 L.F. min.
LF
0
0
0
0
$ 75.00
$0.00
Rmv /Rplace 15" - 18 ", includes modified
56
bedding, 8'- 15' deep, 50 L.F. min.
LF
0
0
0
0
$ 100.00
$0.00
Rmv /Rplace 15" - 18 ", includes modified
57
bedding, over 15' deep, 50 L.F. min.
0
0
0
0
$ 125.00
$0.00
58
Auger & Encase 8" -10 ", all depths
LF
0
0
0
0
$ 100.00
$0.00
59
1 Auger & Encase 12" -15 ", all depths
LF
0
0
0
0
$ 150.00
$0.00
Rmv /replace up to5" concrete
sidewalk/driveway (includes sawcutting &
60
reinforcement)
SY
0
0
0
O
$ 45.00
$0.00
Rmv /replace up to5" concrete.
sidewalk/driveway (includes sawcutting &
61
reinforcement)
SY
0
0
-J-
0
O
$ 60.00
$0.00
R up to 2" HMAC, Type D, (incl. Saw
62
cut,tack coat, base repair)
SY
0
60.91
0
60.91
S 30.00
51,827.3C
1" rock with no fines for bedding (incidental to
63
point repairs)
TON
0
0
0
0
$ 20.00
50.00
64
1 Annular and void space grouting
CY
0
1 0
1 0
01
s 100.00
$0.0C
651
Flagman for direction of traffic
MHR
0
I 0
0
0
$ 20.00
1 S0.0C
66
Hydromulch Seeding
SY
500
400
0
400
$ 3.00
1 51,200.0C
67
Bypass Pumping, 6" or greater
Day
0
0
0
0
$ 1.00
S0.0C
8
Root & tuberculation removal, 6" - 12"
LF
0
0
0
0
$ 10.00
$0.0C
69
Root & tuberculation removal, 12" - 24"
LF
0
0
0
0
S 20.00
1 $0.0C
Steel Casing, up to 12 ", above ground,
S0.0C
70
coated and wrapped, including supports
LF
0
0
01
0
$ 100.00
1 71
Drop manhole assembly, up to 8' deep
EA
0
0
1 0
0
S 2,500.00
S0.0C
721
Drop manhole assembly, over 8' deep
VF
0
0
1 o7-
0
$ 500.00
$O.00
pe 1 wo2partial
i
11 i
CITY OF BAYTOWN
Project: ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
P.M. Construction and Rehabilitation, L.P.
7704 East Erath
Houston, Texas 77012
Pay Estimate No. 2 (final)
Pay Estimate Cut-off date November 10, 2000 (Invoice Date)
Work Order #2, Total Time Allowed: 60 Working Days
Total Time Used: 18 Working Days
Est. WO2 I P.E.I. I P.E. 2 Total Unit Total this
Item Description Unit Quant. Quantities Quantities Quantities Price Estimate
I Fa I 0 1 0 01 0 $ 1,000.00 $0.0C
Total
Less 0%
Less Tot
Estimate
F11 I .
�1• ��
..M. Construction
•.
on
Contract Summary:
Current Work Order #2 Amount
Less 5% Retainage
Less Previous Payments
Current Amount Due
$228,570.05
$ (215,405.42)
$ 13,164.63
pelwo2partial
Asst. Director of Engineering Date
28,570.0:
15,405.41
13,164.6:
E,
Co1wo3
CITY OF BAYTOWN
ANNUAL SANITARY SEWER REHABILITATION CONTRACT . Year 2000
Change Order #1 on Work Order #3
11/22/2000
This work order included pipe bursting , service reconnections, well pointing, mannole wall rehabilitation and miscellaneous items
related to work on Country Club View 8 Country Club Drive.
EXHIBIT C
pager
Ong. Final
Cost
Item
Description 1
Unit
Quant 1 Quant
Diff. Price
Difference
1
Pipe bursting 6' 8 8' with 8'
HOPE min. SDR 17, 0'-8' deep
LF 1
1701
1701
0 S 38.00
S
2
Pipe bursting 6' & 8' with 8'
1
HOPE min. SOR 17, 8' -15' deep
LF
0
01
0 S 40.00
S
3
Pipe bursting 6' 8 8' with 8'
HOPE min. SOR 17, over 15'
j
deep
LF
0
0
S 45.00
S
a
Pipe bursting 8' 8 10' with 10'
HOPE min. SOR 17. 0' -8' deeo I
LF
0
0
0
S 42.00
$
5
Pipe bursting 8' 8 10' with 10'
1
HOPE min. SDR 17, 8' -15' deeo
LF
0
0
01
S 45.00
S
6
Pipe bursting 8' 8 IT with 10'
HOPE min. SDR 17, over 158'
1
deep
LF
01
0
0
$ 50.00
5
7
Pipe bursting 10' 8 12' with 12'
HOPE min. SOR 17, 0'-8' deep
LF
0
0
0
$ 55.00
S
8
Pipe bursting 10' S 12' with 12'
HOPE min. SOR 17, 8' -15 deep
LF
01
0
0
S 60.00
S
9
Pipe bursting 10' & 12' with 12'
HOPE min. SOR 17, over 15
deep
LF
0
0
0
S 75.00
S
10
Pipe bursting 12' & 15' with 15'
HOPE min. SDR 17, min, PVC
SDR 26, 0'-8' deep
LF
0
0
0
S 75.00
5
11
Pipe bursting 12' & 15' with 15'
HOPE min. SDR 17, min, PVC
SOR 26, 8' -15' deep
LF
0
0
0
S 85.00
S
12
Pipe bursting 12' & 15' with 15'
HOPE min. SDR 17, min, PVC
SDR 26, over 15 deep
LF
0
0
0
S 100.00
$
13
Remove existing slipliner, all
sizes and depths
LF
0
0
0
S 5.00
5 -
14
Reconnect service - short side,
0'-8' deep
EA
0
0
0
$ 500.00
S
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
O
S 1,200.00
$
17
Reconnect service - long side,
S
over 8' deep
EA
0
0
01
S 1.500.00
18
Manhole Wall Sealing
VF
0
6.251
6.25
5 85.00
5 531.25
19
RepOnstall new manhole, 0'-8'
deep
EA
0
0
O
$ 1,500.00
S
201
New Manhole. over 8' deep
VF
61
0
-6
$ 200.00
S (1.200.00)
21
Replaceiinstall ring and cover
EA
01
0
0
S 300.00
S
22
Extra cement stabilized sand
backfill, 2 skJton
TON
45
0
-451
S 20.00
S (900.00)
23
Point Rpr/obst rmv - pipe
bursting, 0'- 8' deep
EA
2
3
1
$ 300.00
S 300.00
24
Point Rpdobst rmv - pipe
bursting, 8' - 15 deep
EA
0
0
0
S 400.00
5
25
Point Rpriobst rmv - pipe
1
bursting, over 15 deep
EA
0 0
0
S 500.00
$
26
Extra Length point repair, all
depths
LF
0 0
0
$ 60.00
S
27
Well Point set up, up to 12 If
EA
01 0
0
S 2,800.00
S
28
Well Point. Extra length over 12
If
LF
0 0
0
S 20.00
S
�29
Trench Safety, 0' to 8' deeo
LF
20
201
01
S 1.00
$
EXHIBIT C
pager
T I
C
Co1wo3
CITY OF BAYTOWN
ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
Change Order #1 on Work Order #3
11/2212000
This work order included pipe bursting , service reconnections, well pointing, manhole wall rehabilitation and miscellaneous items
related to work on Country Club View 8 Country Club Drive.
30
Trench Safety, 8' to 15' deep
LF
0
01
01
5 1.00
S
31
Trench Safety, 8' to 15' deep
LF
0
01
01
S 1.00
$
32
Clean 6" to 12" Sewer
LF
0
01
3.00
S
33
Clean 15" to 21" Sewer
LF
0
01
01
S 5.00
S
34
Clean 24' to 36" Sewer
LF
0
01
0
$ 10.00
$
35
TV Inspection of Sewer
LF
0
01
01
S 1.00
S
36
Bypass Pumping, 3" pump
Day
01
0
0
$ 1.00
S
371
Bypass Pumping, 4" pump
Day
01
0
0
S 1.00
$
381
Bypass Pumping, 6" pump
Day
01
0
0
S -
$
391
Bypass Pumping, 8" pump
Day
0
0
0
S
$
40
Pt Repair, 6" - 12 ", 0'- 8' deep,
up to 12 If
EA
0
0
0
S 1,250.00
$
41
Pt. Repair, 6" - 12", 8' - 15'
deep, up to 12 If
EA
0
01
0
S 1,750.00
$
42
Pt. Repair, 6" - 12', over 15'
deep, up to 12 If
EA
0
0
0
$ 2.500.00
$
43
PL Repair, 15' - 18 ", 0' - 8'
deep, up to 12 If
EA
0
0
0
$ 2.250.00
S
44
Pt. Repair, 15" - 18 ", 8' - 15'
deep, up to 12 If
EA
0
0
01
S 2,900.00
$
PL Repair, 15" - 18', over 15'
deep, up to 12 If
EA
0
0
0
S 3,500.00
$ -
46
Pt Repair, 21" - 36', 0'- 8'
J
deep, up to 12 If
EA
0
0
0
S 4,000.00
$
4745
Pt. Repair, 21" - 36", 8' - 15'
deep, up to 12 If
EA
0
0
0
$ 6,000.00
S
48
PL Repair, 21" - 36 ", over 15'
deep, up to 12 If
EA
0
0
0
$ 8.000.00
$ -
49
Extra length pL Repair, all sizes,
10'- 8' deep
LF
0
0
Of
$ 80.00
$
50
Extra length pt. Repair, all sizes,
8' - 15' deep
LF
0
0
0
$ 120.00
$ -
51
Extra length PL Repair, all saes,
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
D
0
$ 65.00
$
53
Rmv /Rplace 6"- 12% includes
modified bedding, 8'- 15' deep,
50 L.F. min.
LF
0
0
0
$ 75.00
-S
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 IS'- 18 ", includes
modified bedding, 0'- B' 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
$ 125.00
$
58
Auger & Encase 8" -10 ", all
depths
LF
0
0
0
S 100.00
$
59
Auger & Encase 12" -15 ", all
depths
LF
0
0
0
S 150.00
$
60
Rmv /replace up toy" concrete
Sidewalk/driveway (includes
1
sawcutting & reinforcement)
Sy
0
0
0
S 45.00
$ -A
page2
U
Ll
Co1wo3
CITY OF BAYTOWN
ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
Change Order #1 on Work Order #3
11122!2000
This work order included pipe bursting , service reconnections, well pointing, manhole wall rehabilitation and miscellaneous items
related to work on Country Club View & Country Club Drive.
61
Rmv /replace up to5' concrete
sidewalk driveway (includes
sawcutting & reinforcement)
SY
0
0
0
S 60.00
$
62
Rmv /rep! up to 2' HMAC, Type
D. (incl. Saw cut,tac k coat, base
repair)
SY
0
0
0
$ 30.00
S
63
1' rock with no fines for bedding
(incidental to point repairs)
TON
0
0
0
$ 20.00
S
64
Annular and void space grouting
CY
0
0
0
$ 100.00
$
65
Flagman for direction of traffic
MHR
0
0
0
S 20.00
S
66
Hydromulch Seeding
SY
0
50
50
$ 3.00
S 150.00
67
Bypass Pumping, 6' or greater
Day
0
0
0
$ 1.00
S -
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
Drop manhole assembly, up to
8' deep
Drop manhole assembly, over 8'
deep
Emergency mobilization
LF
01
0
0
$ 100.00
$
71
EA
0
0
0
S 2.500.00
$
72
VF
0
0
0
$ 500.00
$ -
73
EA
1
1
0
$ 1,000.00
S -
Total Change Order #1
M onstruction Date
Finance Date
Work Order Summary.
Final Construction Cost $ 9,061.25
Initial Work Order $ 10.180.00
Change Order #1 $ (1,118.75)
Director of Engineering Date
City manager Date
S tiji8.75l
page3
CITY OF BAYTOWN
Project: ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
4VConstruction and Rehabilitation, L.P.
4 East Erath
Houston, Texas 77012
Pay Estimate No. 2 (final)
Pay Estimate Cut -off date November 16, 2000 (Invoice Date)
Work Order #3 Emergency, Total Time Allowed: 5 Working Days
Total Time Used: 3 Working Days
Item
L Description
Unit
Est. W03 P.E.1
Quant. Quantities
P. E.2
Quantities
Final Unit
Quantities Price
Total this
Estimate
I
I
I
I
I
1
'
I
1
Pipe bursting 6" & 8" with 8" HOPE min. SDR
17, 0' -8' deep .
LF 1
170
170 1
0
170
S 38.00
$6,460.00
21Pipe
bursting 6" & 8" with 8" HOPE min. SDR
17, 8' -15' deep
LF
0
0
0
01
S 40.00
50.00
31Pipe
bursting 6" & 8" with 8" HOPE min. SDR
17, over 15' deep
LF
0
0
D
0
S 45.00
$0.00
4
Pipe bursting 8" & 10" with 10" HOPE min.
SDR 17, 0' -8' deep
LF
0
0
0
0
S 42.00
$0.00
SIPipe
bursting 8" & 10" with 10" HOPE min.
SDR 17, 8' -15' deep
LF
0
0
0
0
$ 45.00
50.00
6
Pipe bursting 8" & 10" with 10" HOPE min.
SDR 17, over 158' deep
LF
0
0
0
0
S 50.00
$0.00
7
Pipe bursting 10" & 12" with 12" HOPE min.
SDR 17, 0'-8' deep
LF
0
0
01
0
S 55.00
50.00
8
Pipe bursting 10" & 12" with 12" HOPE min.
SDR 17, 8' -15' deep
LF
0
0
0
0
S 60.00
50.00
9
Pipe bursting 10" & 12" with 12" HOPE min.
SDR 17, over 15' deep
LF
0
0
0
0
S 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
S 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
S 100.00
$0.00,1
13
Remove existing slipliner, all sizes and
depths
LF
0
0
0
0
$ 5.00
50.00
14
Reconnect service - short side, 0' -8' deep
EA
0
0
01
0
$ 500.00
$0.00
15
Reconnect service - short side, over 8' deep
EA
0
0
01
0
$ 700.00
$0.00
161
Reconnect service - long side, 0' -8' deep
EA
0
0
01
0
$ 1,200.00
1 50.00
17
Reconnect service - long side, over 8' deep
EA
0
0
01
0
$ 1,500.00
$0.00
18
Manhole Wall Sealing
VF
0
0
6.251
6.25
$ 85.00
$531.25
19
Repl / install new manhole, 0' -8' deep
EA
0
1 0
01
0
$ 1,500.00
$0.00
201
New Manhole , over 8' deep
I VF
6
0
01
0
S 200.00
$0.00
211
Replace /install ring and cover
EA
0
0
1 01
0
$ 300.00
50.00
22
Extra cement stabilized sand backfill, 2
TON
45
0
01
01
S 20.00
50.00
23
Point Rpr /obst rrnv - pipe bursting, 0'- 8' dee
EA
2
3
I 01
3
$ 300.00
5900.00
24
Point Rpr /obst rmv - pipe bursting, 8' - 15'
EA
0
0
01
0
S 400.00
$0.00
25
Point Rpr /obst nmv - pipe bursting, over 15'
deep
EA
0
0
0
0
S 500.00
$0.00
261Extra
Length point repair, all depths
1 LF
I 0
I 0
I 0
0
S 60.00
$0.00
27
Well Point set up, up to 12 If
EA
0
0
01
01
S 2,800.00
$0.00
28
Well Point, Extra length over 12 If
LF
0
1 0
1 01
01
S 20.00
50.00
29
Trench Safety, 0' to 8' deep
LF
20
1 20
1 01
201
5 1.00
$20.00
30
Trench Safety, 8' to 15' deep
LF
I 0
1 0
01
01
S 1.00
$0.00
31
Trench Safety, 8' to 15' deep
LF
0
0
01
0
$ 1.00
SO.OG
321
Clean 6" to 12" Sewer
LF
1 0
1 0
1 01
01
S 3.00
$0.00
33
lClean 15" to 21" Sewer
1 LF
0
0
01
01
S 5.00
S0.00
34
C lean 24" to 36" Sewer
LF
0
G
0
0
S 10.00
$0.00
35
TV Inspection of Sewer
I LF
0
I 0
( 0
0
S 1.00
50.00
36
Bypass Pumping, 3" pump
Dav
ff
I 0
0
0
0
S 1.00
S0.00
37
Bypass Pumping, 4" pump
Day
0
0
0
0
S 1.00 I
$0.00
36
Bypass Pumping, 6" pump
Day
0
1 0
0
0
$
$0.00
39
Bypass Pumping, 8" pump
Dav
0
1 0
0
01
S
$0.00
pe2wo3final
CITY OF BAY #OWN
Project: ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
P.M. Construction and Rehabilitation, L.P.
0 4 East Erath
ston, Texas 77012
Pay Estimate No. 2 (final)
Pay Estimate Cut -off date November 16, 2000 (Invoice Date)
Work Order #3 Emergency, Total Time Allowed: 5 Working Days
Total Time Used: 3 Working Days
Item
Description
Unit
Est. W03 P.E.1
Quant. Quantities
P.E.2
Quantities
Final Unit
Quantities Price
Total this
Estimate
I
$0.00
41 1
Pt. Repair, 6"- 12 ", 8'- 15' deep, up to 12 If
EA
0
0
0
0
S 1.750.00
50.00
421
Pt. Repair, 6" - 12 ", over 15' deep, up to 12 If
EA I
0
0
01
0
S 2,500.00 I
$0.00
43
Pt. Repair, 15" - 18 -, 0'- B' deep, up to 12 If
EA
0
0
01
0
S 2,250.00
$0.00
44
Pt. Repair, 15" - 18 ", 8'- 15' deep, up to 12 If
EA
0
0
01
0
S 2.900.00
$0.00
45
Pt. Repair, 15" - 18 ", over 15' deep, up to 12 1
EA
0
0
0
0
S 3,500.00
$0.00
461
Pt. Repair, 21" - 36 ", 0'- 8' deep, up to 12 If
EA
0
0 I
01
0
S 4,000.00
$0.00
47iPt.
Repair, 21" - 36 ", 8'- 15' deep, up to 12 If
EA
0
0
0
0
S 6.000.00
50.00
48
Pt. Repair, 21" - 36 ", over 15' deep, up to 12 1
EA
0
0
0
01
$ 8,000.00
$0.00
49
50
Extra length pt. Repair, all sizes, 0' -.8' deep
Extra length pt. Repair, all sizes, 8' - 15' deep
LF
LF
0 I
0
0
0
0
0
0
0
S 80.00
S 120.00
50.00
$0.00
51
Extra length pt. Repair, all sizes, over15' deeq
LF
0
0
0
0
$ 160.00
$0.00
52
Rmv /Rplace 6" - 12", includes modified
bedding, 0'- 8' deep, 50 L.F. min.
LF
0
0
0
0
$ 65.00
$0.00
53
Rmv /Rplace 6" - 12 ", includes modified
bedding, 8'- 15' deep, 50 L.F. min.
LF
0
0
0
0
$ 75.00
$0.00
54
Rmv /Rplace 6" - 12 ", includes modified
bedding, over 15' deep. 50 L.F. min_
LF
0
0
0
01
S 1,000.00
$0.00
55
Rmv /Rplace 15"- 18 ", includes modified
bedding, 0'- B' deep, 50 L.F. min.
LF
0
0
0
0
S 75.00 1
$0.00
56
Rmv /Rplace 15" - 18 ", includes modified
bedding, 8'- 15' deep, 50 L.F. min.
LF
0
0
0
0
$ 100.00
$0.00
57
Rmv /Rp1aos 15" - 18" includes modified
bedding, over 15' deep, 50 L.F. min.
0
0
01
0
S 125.00
$0.00
58
Auger & Encase 8" -10 ", all depths
LF
0
0
0
01
S 100.00
$0.00
59
Auger & Encase 12" -15 ", all depths
LF
0
0
0
0
S 150.00
$0.00
60
Rmv /replace up to5" concrete
sidewalk/driveway (includes sawcutting &
reinforcement)
SY
0
1 0
0
0
S 45.00
$0.00
61
Rmv /replace up toy' concrete
sidewalk/driveway (includes sawcutting &
reinforcement)
SY
1 0
0
1 0
01
$ 60.00
$0.00
62
Rmv /repl up to 2" HMAC, Type 0, (incl. Saw
cut,tack coat, base repair)
SY
0
0
0
0
$ 30.00
50.00
63
1" rock with no fines for bedding (incidental to
point repairs)
TON
0
0
0
0
S 20.00
50.00
64
Annular and void space grouting
CY
0
I 0
0
0
$ 100.00
$0.00
65
Flagman for direction of traffic
MHR
0
0
1 0
0
S 20.00
$0.00
66
Hyd omulch Seeding
SY
1 0
50
0
50
S 3.00
5150.00
67
Bypass Pumping, 6" or greater
Dav
0
0
I 0
0
$ 1.00
$0.00
68
Root & tuberculation removal, 6" - 12"
LF
0
0
0
0
$ 10.00
$0.00
69WRoot
& tuberculation removal, 12" - 24"
LF
0
I 0
01
0
$ 20.00
50.00
70
15teel Casing, up to 12 ", above ground,
coated and wrapped, including supports
LF
0
0
0
0
S 100.00
50.00
71
Drop manhole assembly, up to 8' deep
E4
0
0
0
0
S 2,500.00
$0.00
72
Drop manhole assembly, over 8' deep
VF
0
0
0
0
S 500.00
50.00
73
Emergency mobilization
EA
1
1
0
1
S 1,000.00
$1,000.00
pe2wo3final
CITY OF BAYTOWN
Project: ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
P.M. Construction and Rehabilitation, L.P.
7704 East Erath
Houston, Texas 77012
Pay Estimate No. 2 (final)
Pay Estimate Cut-off date November 16, 2000 (Invoice Date)
Work Order #3 Emergency, Total Time Allowed: 5 Working Days
Total Time Used: 3 Working Days
Item
Est. W03 P.E.1 I P.b.l I rmai
Unit I Quant. . Quantitiesl Quantities Quantities
onWO3
Co struction Date
Contract Summary:
Current Work Order #2 Amount $9,061.25
Less 0% Retainage $
Le33 Previous Payments $ (8,103.50)
Current Amount Due $ 957.75
C
Unit Total this
Price Estimate
$g,061.s'
$ (8.103.:
Asst Director of Engineering Date
pe2wo3final
i,
•
Co1wo4
CITY OF BAYTOWN
ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
Change Order #1 on Work Order #4
1112212000
This work order included pipe bursting , service reconnections, well pointing, manhole wall rehabilitation and miscellaneous items
related to work on Country Club View & Country Club Drive.
UO;_, ►' . �•
pagel
Orig.
Final
Cost
Item
Description
Unit
Quant.
Quant.
Diff.
Price
Difference
1
Pipe bursting 6" & 8" with 8"
HDPE min. SDR 17, 0' -8' deep
LF
1290
1258
-32
$ 38.00
$ (1,216.00)
2
Pipe bursting 6" & 8" with 8"
HDPE min. SDR 17, 8' -15' deep
LF
0
0
0
$ 40.00
$
3
Pipe bursting 6" & 8" with 8"
HDPE min. SDR 17, over 15'
deep
LF
0
0
0
$ 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"
HDPE min. SDR 17, 8' -15' deep
LF
01
0
0
$ 45.00
$
6
Pipe bursting 8" & 10" with 10"
HDPE 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"
HDPE min. SDR 17, 8' -15' deep
LF
01
0
0
$ 60.00
$
9
Pipe bursting 10" & 12" with 12"
HDPE min. SDR 17, over 15'
deep
LF
0
0
0
$ 75.00
$
10
Pipe bursting 12" & 15" with 15"
HDPE min. SDR 17, min, PVC
SDR 26, 0' -8' deep
LF
0
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
0
$ 85.00
$
12
Pipe bursting 12" & 15" with 15"
HDPE 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
570
1258
688
$ 5.00
$ 3,440.00
14
Reconnect service - short side,
0' -8' deep
EA
31
31
0
$ 500.00
$ -
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
$
18
Manhole Wall Sealing
VF
14
9.17
-4.83
$ 85.00
$ (410.55)
19
Repl /install new manhole, 0' -8'
deep
EA
1
1
0
$ 1,500.00
$ -
20
New Manhole, over 8' deep
VF
0
0
0
$ 200.00
$
21
Replace /install ring and cover
EA
0
1
1
$ 300.00
$ 300.00
22
Extra cement stabilized sand
backfill, 2 sk. /ton
TON
0
0
0
$ 20.00
$ -
23
Point Rpr /obst rmv - pipe
bursting, 0' - 8' deep
EA
3
0
-3
$ 300.00
$ (900.00)
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
$
Point set up, up to 12 If
EA
0
0
0
$ 2,800.00
$
Well Point, Extra length over 12
ff28Well
If
LF
0
0
0
$ 20.00
$ -
Trench Safety, 0' to 8' deep
LF
120
80
40
$ 1.00
$ (40.00)
UO;_, ►' . �•
pagel
C
Co1wo4
CITY OF BAYTOWN
ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
Change Order #1 on Work Order #4
11/22/2000
This work order included pipe bursting , service reconnections, well pointing, manhole wall rehabilitation and miscellaneous items
related to work on Country Club View & Country Club Drive.
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
0
0
0
$ 3.00
$
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
0
0
0
$ 1.00
$
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
0
0
$ 1,250.00
$
41
Pt. Repair, 6" - 12 ", 8'- 15'
deep, 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
01
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
0
0
0
$ 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
0
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,
overl6 deep
LF
0
0
0
$ 160.00
$
52
Rmv /Rplace 6" - 12 ", includes
modified bedding, 0'- 8' deep,
50 L.F. min.
LF
0
0
0
$ 65.00
$
53
Rmv /Rplace 6" - 12 ", includes
modified bedding, 8'- 15' deep,
50 L.F. min.
LF
0
0
0
$ 75.00
$
54
Rmv /Rplace 6" - 12 ", includes
modified bedding, over 15'
deep, 50 L.F. min.
LF
0
01
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
01
0
0
$ 100.00
$
57
Rmv /Rplace 15" - 18 ", includes
modified bedding, over 15'
deep, 50 L.F. min.
0
0
0
$ 125.00
$
58
Auger & Encase 8" -10 ", all
depths
LF
0
0
0
$ 100.00
$
59
Auger & Encase 12" -15 ", all
depths
LF
1 0
01
0
$ 150.00
$
60
Rmv /replace up to5" concrete
sidewalk/driveway (includes
TO
sawcutting & reinforcement)
SY
0
0
$ 45.00
$
page2
Co1wo4
CITY OF BAYTOWN
ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
Change Order #1 on Work Order #4
11/22!2000
This work order included pipe bursting , service reconnections, well pointing, manhole wall rehabilitation and miscellaneous items
related to work on Country Club View & Country Club Drive.
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
0
0
0
$ 30.00
$
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
120
200
80
$ 3.00
$ 240.00
67
Bypass Pumping, 6" or greater
Day
0
0
0
$ 1.00
$
68
Root & tuberculation removal, 6"
- 12"
LF
0
01
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
Drop manhole assembly, up to
LF
0
0
0
$ 100.00
$
71
8' deep
Drop manhole assembly, over 8'
EA
0
0
0
$ 2,500.00
$
72
deep
Emergency mobilization
VF
0
0
0
$ 500.00
$
73
EA
0
0
0
$ 1,000.00
$
Q A4q AC
Total Change Order #1
l 8/"go fl�
P.M Construction Date
Finance Date
Work Order Summary:
Final Construction Cost $ 72,853.45
Initial Work Order $ 71,440.00
Change Order #1 $ 1,413.45
Director of Engineering Date
City manager Date
page3
CITY OF BAYTOWN
Project: ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
t�
SConstruction and Rehabilitation, L.P.
4 East Erath
Houston, Texas 77012
Pay Estimate No. 2 (final)
Pay Estimate Cut -off date November 16, 2000 (Invoice Date)
Work Order #4, Total Time Allowed: 10 Working Days
Total Time Used: 10 Working Days
Item
Description
Unit
Est. WO4
Quant.
P.E.1
Quantities
P.E.2
Quantities
Final
Quantities
Unit
Price
Total this
Estimate
1117,
Pipe bursting 6" & 8" with 8" HDPE min. SDR
0' -8' deep
LF
1290
1 860
398
1258
$ 38.00
$47,804.00
2
Pipe bursting 6" & 8" with 8" HDPE min. SDR
17, 8' -15' deep
LF
0
0
0
0
$ 40.00
$0.00
3
Pipe bursting 6" & 8" with 8" HDPE min. SDR
17, over 15' deep
LF
0
0
0
0
$ 45.00
$0.00
4
Pipe bursting 8" & 10" with 10" HDPE min.
SDR 17, 0' -8' deep
LF
0
0
0
0
$ 42.00
$0.00
5
Pipe bursting 8" & 10" with 10" HDPE min.
SDR 17, 8' -15' deep
LF
0
0
0
0
$ 45.00
$0.00
6
Pipe bursting 8" & 10" with 10" HDPE min.
SDR 17, over 158' deep
LF
0
0
0
0
$ 50.00
$0.00
7
Pipe bursting 10" & 12" with 12" HDPE min.
SDR 17, 0' -8' deep
LF
0
1 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
0
$ 60.00
$0.00
9
Pipe bursting 10" & 12" with 12" HDPE min.
SDR 17, over 15' deep
LF
0
0
0
0
$ 75.00
$0.00
10
Pipe bursting 12" & 15" with 15" HDPE 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" HDPE min.
SDR 17, min, PVC SDR 26, 8' -15' deep
LF
0
0
01
0
$ 85.00
$0.00
12
Pipe bursting 12" & 15" with 15" HDPE 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
570
1146
112
1258
$ 5.00
$6,290.00
14
Reconnect service - short side, 0' -8' deep
EA
31
31
0
31
$ 500.00
$15,500.00
15
1 Reconnect service - short side, over 8' deep
EA
0
0
0
0
$ 700.00
$0.00
16
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
9
0.17
9.17
$ 85.00
$779.45
19
Repl /install new manhole, 0' -8' deep
EA
1
0
1
1
$ 1,500.00
$1,500.00
20
New Manhole, over 8' deep
VF
0
0
0
0
$ 200.00
$0.00
211
Replace /install ring and cover
EA
0
1
0
1
$ 300.00
$300.00
22
Extra cement stabilized sand backfill, 2
sk. /ton
TON
0
0
0
0
$ 20.00
$0.00
23
Point Rpr /obst rmv - pipe bursting, 0'- 8' deep
EA
3
0
0
0
$ 300.00
$0.00
24
Point Rpr /obst rmv - pipe bursting, 8' - 15'
deep
EA
0
0
0
0
$ 400.00
$0.00
25
Point Rpr /obst rmv - 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
0
$ 20.00
$0.00
29
Trench Safety, 0' to 8' deep
LF
120
62.19
17.81
80
$ 1.00
$80.00
30
Trench Safety, 8' to 15' deep
LF
0
0
0
0
$ 1.00
$0.00
31
Trench Safety, 8' to 15' deep
LF
0
0
1 0
0
$ 1.00
$0.00
32
Clean 6" to 12" Sewer
LF
0
0
0
0
$ 3.00
$0.00
33
Clean 15" to 21" Sewer
LF
0
0
0
0
$ 5.00
$0.00
pe2wo4final
CITY OF BAYTOWN
Ii-oject: ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
Construction and Rehabilitation, L.P.
4 East Erath
Houston, Texas 77012
Pay Estimate No. 2 (final)
Pay Estimate Cut -off date November 16, 2000 (Invoice Date)
Work Order #4, Total Time Allowed: 10 Working Days
Total Time Used: 10 Working Days
Item
Description
Unit
Est. WO4
Quant.
P.E.1
Quantities
P.E.2
Quantities
Final
Quantities
Unit
Price
Total this
Estimate
34
Clean 24" to 36" Sewer
LF
0
0
0
0
$ 10.00
$0.00
35
TV Inspection of Sewer
LF
0
0
0
0
$ 1.00
$0.00
36
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
40
Pt. Repair, 6" - 12",-5'- 8' deep, up to 12 If
EA
0
0
0
0
$ 1,250.00
$0.00
41
Pt. Repair, 6" - 12 ", 8'- 15' deep, up to 12 If
EA
0
0
0
0
$ 1,750.00
$0.00
42
Pt. Repair, 6" - 12 ", over 15' deep, up to 12 If
EA
0 1
0
0
0
$ 2,500.00
$0.00
43
Pt. Repair, 15" - 18 ", 0'- 8' deep, up to 12 If
EA
0
0
0
0
$ 2,250.00
$0.00
44
Pt. Repair, 15" - 18 ", 8'- 15' deep, up to 12 If
EA
0
0
0
0
$ 2,900.00
$0.00
45
Pt. Repair, 15" - 18 ", over 15' deep, up to 12
If
EA
0
0
0
01
$ 3,500.00
$0.00
46
Pt. Repair, 21" - 36 ", 0'- 8' deep, up to 12 If
EA
0
0
0
0
$ 4,000.00
$0.00
47
Pt. Repair, 21" - 36 ", 8'- 15' deep, up to 12 If
EA
0
0
0
0
$ 6,000.00
$0.00
48
Pt. Repair, 21" - 36 ", over 15' deep, up to 12
If
EA
0
0
0
0
$ 8,000.00
$0.00
49
Extra length pt. Repair, all sizes, 0' - 8' deep
LF
0
0
0
0
$ 80.00
$0.00
50
Extra length pt. Repair, all sizes, 8' - 15' deep
LF
0
0
0
0
$ 120.00
$0.00
51
Extra length pt. Repair, all sizes, overl5'
deep
LF
0
0
0
0
$ 160.00
$0.00
IRmv/Rplace
52
6" - 12 ", includes modified
bedding, 0'- 8' deep, 50 L.F. min.
LF
0
0
01
0
$ 65.00
$0.00
53
Rmv /Rplace 6" - 12 ", includes modified
bedding, 8'- 15' deep, 50 L.F. min.
LF
0
0
0
0
$ 75.00
$0.00
54
Rmv /Rplace 6" - 12 ", includes modified
bedding, over 15' deep, 50 L.F. min.
LF
0
0
0
0
$ 1,000.00
$0.00
55
Rmv /Rplace 15" - 18 ", includes modified
bedding, 0'- 8' deep, 50 L.F. min.
LF
0 1
0
0
0
$ 75.00
$0.00
56
Rmv /Rplace 15" - 18 ", includes modified
bedding, 8'- 15' deep, 50 L.F. min.
LF
0
0
0
0
$ 100.00
$0.00
57
Rmv /Rplace 15" - 18 ", includes modified
bedding, over 15' deep, 50 L.F. min.
0
0
0
0
$ 125.00
$0.00
58
Auger & Encase 8" -10 ", all depths
LF
0
0
0
0
$ 100.00
$0.00
59
Auger & Encase 12" -15 ", all depths
LF
0
1 0
0
0
$ 150000
$0.00
60
Rmv /replace up to5" concrete
sidewalk/driveway (includes sawcutting &
reinforcement)
SY
0
0
0
0
$ 45.00
$0.00
61
Rmv /replace up toy" concrete
sidewalk/driveway (includes sawcutting &
reinforcement)
SY
0
0
0
0
$ 60.00
$0.00
62
Rmv /repl up to 2" HMAC, Type D, (incl. Saw
cut,tack coat, base repair)
SY
0
0
0
0
$ 30.00
$0.00
63
1" rock with no fines for bedding (incidental to
point repairs)
TON
0
0
0
0
$ 20.00
$0.00
64
Annular and void space grouting
CY
0
0
01
0
$ 100.00
$0.00
65
Flagman for direction of traffic
MHR
0
0
0
0
$ 20.00
$0.00
66
Hydromulch Seeding
SY
120
180
20
200
$ 3.00
$600.00
67
Bypass Pumping, 6" or greater
Day
0
0
0
0
$ 1.00
$0.00
68
Root & tuberculation removal, 6" - 12"
LF
0
1 0
0
0
$ 10.00
$0.00
pe2wo4final
CITY OF BAYTOWN
Project: ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
P.M. Construction and Rehabilitation, L.P.
7704 East Erath
Houston, Texas 77012
Pay Estimate No. 2 (final)
Pay Estimate Cut-off date November 16, 2000 (Invoice Date)
Work Order #4, Total Time Allowed: 10 Working Days
Total Time Used: 10 Working Days
Item
Description
Unit
Est. WO4
Quant.
P.E.1
Quantities
P.E.2
Quantities
Final
Quantities
Unit
Price
Total this
Estimate
69
Root & tuberculation removal, 12" - 24"
LF
0
0
0
0
$ 20.00
$0.00
70
Steel Casing, up to 12", above ground,
coated and wrapped, including supports
LF
0
0
0
0
$ 100.00
$0.00
71
Drop manhole assembly, up to 8' deep
EA
0
0
0
0
$ 2,500.00
$0.00
72
Drop manhole assembly, over 8' deep
VF
0
0
0
0
$ 500.00
$0.00
73
Emergency mobilization
EA
0
0
0
0
$ 1,000.00
$0.00
Total
r�
�_�g
,�
_
,
..
t�
N
$72,853.45
0
Less 0% Retainage��
T2F e�Yyi
.
Z, Al Own
Less Total Previous Payments on WO 4
$ (55,577.19)
Payment Due This Estimate
$ 17,276.26
P.M. Con uction Date
Contract Summary:
Current Work Order #4 Amount $72,853.45
Less 0% Retainage $
Less Previous Payments $ (55,577.19)
Current Amount Due $ 17,276.26
C7
pe2wo4final
Director •e Engineering ` Date