Ordinance No. 9,04520001130 -4
ORDINANCE NO. 9045
® AN ORDINANCE AUTHORIZING DEDUCT 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 ACCEPTANCE OF WORK PERFORMED UNDER WORK ORDERS 1, 2,
3 AND 4 FOR THE ANNUAL SANITARY SEWER REHABILITATION
CONTRACT — YEAR 2000; AUTHORIZING FINAL PAYMENT FOR WORK
PERFORMED UNDER WORK ORDERS 1, 2,3 AND 4 OF THE SUM OF ONE
HUNDRED SEVEN THOUSAND THREE HUNDRED SIXTY -FOUR AND 28/100
DOLLARS ($107,364.28) TO P.M. CONSTRUCTION AND REHABILITATION,
L.P.; 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, a deduct change order in the amount of TWELVE THOUSAND TWO
HUNDRED SEVENTY -ONE AND 25/100 DOLLARS ($12,271.25) 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 work performed under Work
Orders 1, 2, 3 and 4 of the Annual Sanitary Sewer Rehabilitation Contract — 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 ONE HUNDRED SEVEN THOUSAND THREE HUNDRED SIXTY -FOUR AND 28/100
DOLLARS ($107,364.28); 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 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
20001130 -4a
attached hereto, marked Exhibits "A," `B," "C," and "D" 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
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 ONE HUNDRED SEVEN THOUSAND THREE HUNDRED SIXTY -FOUR AND
28/100 DOLLARS ($107,364.28) 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 30th day of November, 2000.
— Z&C_
� PETE C. ALFARO, Nfayor
ATTEST:
� )-' FA,
GAI& SMITH, City Clerk
APPROVED AS TO FORM:
ACIO RAMIREZ, SR., ' y Attorney
40 cA1MyDocuments \Counci1\00 -01\ November\ AnnualSanitarySewerRchabYear2000ChangeOrdersI &FinaftyWkOrds1 -4
' CITY OF BAYTOWN
ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
Change Order #1 on Wotk Order #1
w
11/22/2000
v
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
Colwol pagel
Ong.
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
2358
2062
-296
$ 38.00
$(11,248.00)
2
Pipe bursting 6" & 8" with 8"
HOPE min. SDR 17, 8' -15' deep
LF
2700
2179
-521
$ 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
$
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"
HOPE min. SDR 17, 8' -15' deep
LF
01
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
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
SOR 26, 0'-8' deep
LF
0
210
210
$ 75.00
$ 15,750.00
11
Pipe bursting 12" & 15" with 15"
HOPE min. SDR 17, min, PVC
SOR 26, 8' -15' deep
LF
263
264
1
$ 85.00
$ 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
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,
over 8' deep
EA
50
38
-12
$ 700.00
$ (8,400.00)
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
S
18
Manhole Wall Sealing
VF
145
123.53
-21.47
$ 85.00
$ (1,824.95)
19
Repl/install new manhole, 0'-8'
deep
EA
3
1
-2
$ 1,500.00
$ (3,000.00)
20
New Manhole, over 8' deep
VF
1
1
0
$ 200.00
$
21
Replace /install ring and cover
EA
0
1
1
$ 300.00
S 300.00
22
Extra cement stabilized sand
backfill, 2 sk. /ton
TON
70
151.72
81.72
$ 20.00
$ 1,634.40
23
Point Rpr /obst rmv - pipe
bursting, 0' - 8' deep
EA
0
3
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
$
27
Well Point set up, up to 12 If
EA
2
0
-21$
2,800.00
$ (5,600.00)
28
Well Point, Extra length over 12
If
LF
20
0
-20
$ 20.00
$ (400.00)
29
Trench Safety, 0' to 8' deep
LF
2001
20
-180
$ 1.00;
$ (180.00)
EXHIBIT A
Colwol pagel
r
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.
30
Trench Safety, 8' to 15' deep
LF
225
233
8
$ 1.00
$ 8.00
31
Trench Safety, 8' to 15' deep
LF
0
0
0
$ 1.00
$ -
32
Clean 6" to 12' Sewer
LF
0
989
989
$ 3.00
$ 2,967.00
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
989
989
$ 1.00
$ 989.00
36
Bypass Pumping, 3" pump
Day
0
9
9
$ 1.00
$ 9.00
37
Bypass Pumping, 4" pump
Day
0
0
0
$ 1.00
$ .
38
Bypass Pumping, 6" pump
Day
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
3
3
$ 1,250.00
$ 3,750.00
41
Pt. Repair, 6" - 12 ", 8'- 15'
deep, up -to 12 If
EA
0
6
6
$ 1,750.00
$ 10,500.00
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
1
1
$ 2.250.00
$ 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
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
01
0
0
$ 120.00
$
51
Extra length pt. Repair, all sizes,
over15' 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.
1 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
01
0
$ 45.00
$
Colwol page2
I
C
Colwo1
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.
61
Rmv /replace up to5" concrete
sidewalk/driveway (includes
sawcutting 8 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
22:26
22.26
$ 30.00
$ 667.80
63
1' rock with no fines for bedding
(incidental to point repairs)
TON
1 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 "'orgreater
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
0
0
0
$ 2,500.00
$
72
VF
0
0
0
$ 500.00
$
73
EA
0
0
0
$ 1,000.00
$
Total Change Order #1
-a -oo
M nstruction Date
Finance Date
Work Order Summary:
Final Construction Cost $ 298,546.25
Initial Work Order $ 301,211.00
Change Order #1 $ (2,664.75)
Director of Engineering Date
City manager Date
$ (2,664.75)
page3
CITY OF BAYTOWN
Project: ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
P.M. Construction and Rehabilitation, L.P.
04 East Erath
--ton, 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
peawolfinal
It
Description
Unit
Est. W01
Quant.
P.E.1
Quantities
P.E.2
Quantities
P.E.3 P.E.4 Total
Quantities Quantities to Date
Unit
Price
Total
Estimate
I
j
1
Pipe bursting 6" & 8" with 8" HDPE min. SDR
17. 0'-8' deep
LF
2358
0
1606
0
456
2062
S 38.00
$78,356.00
2
Pipe bursting 6" & 8" with 8" HDPE min. SDR
17, 8' -15' deep
LF
2700
1163
1016
0
0
2179
$ 40.00
S87,160.00
3
Pipe bursting 6" & 8" with 8" HDPE min. SDR
17, over 15' deep
LF
0
0
0
D
0
0
S 45.00
$0.00
4
Pipe bursting 8" & 10" with 10" HDPE min.
SDR 17, 0'-8' deep
LF
0
0
0
0
0
0
S 42.00
$0.00
5I
Pipe bursting 8" & 10" with 10" HDPE min.
SDR 17. 8' -15' deep
LF
0
0
0
0
0
0
$ 45.00
S0.00
6
Pipe bursting 8" & 10" with 10" HDPE min.
SDR 17, over 158' deep
LF
0
0
0
0
0
0
S 50.00
S0.00
7
Pipe bursting 10" & 12" with 12" HDPE min.
SDR 17, 0'-8' deep
LF
0
0
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
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
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
210
0
210
$ 75.00
$15,750 -00
11
Pipe bursting 12" & 15" with 15" HDPE min.
SDR 17, min, PVC SDR 26, 8' -15' deep
LF
263
I
0
264
0
0
264
$ 85.00
$22,440.00
12
Pipe bursting 12" & 15" with 15" HDPE min.
SDR 17, min, PVC SDR 26, over 15' deep
LF
1 0
0
0
0
0
0
$ 100.00
$0.00
13
Remove existing slipliner, all sizes and depths
LF
1032
1163
1245
0
0
2408
$ 5.00
$12,040.00
14
Reconnect service - short side, 0'-8' deep
EA
28
0
29
1
4
34
S 500.00
$17,000.00 j
151
Reconnect service - short side. over 8' deep
EA
50
22
16
0
0
38
$ 700.00
$26,600.00
16
1 Reconnect service - long side, '0' -8' deep
EA
0
0
0
0
0
0
S 1,200.00
$0.00
17
Reconnect service - long side, over 8' deep
EA
0
0
0
0
0
0
$ 1.500.00
$0.00 I
18
Manhole Wall Sealing
VF
145
0
0
72.87
50.66
123.53
S 85.00
$10,500.05 j
19
Repl /install new manhole. 0'-8' deep
EA
3
0
1
0
0
1
$ 1,500.00
$ 1,500.00
20
New Manhole, over 8' deep
VF
1
0
1
0
0
1
$ 200.00
$200007,
21
Replace /install ring and cover
EA
0
0
0
0
1
1
S 300.00
$300.00
22
Extra cement stabilized sand backfill, 2 sk./tonj
TON
70
29.63
122.09
0
0
151.72
S 20.00
$3.034.40 i
P3
Point Rpr /obst rrnv - pipe bursting, 0'- 8' deep
EA
0
0
0
3
0
3
S 300.00
$900.00
24
Point Rpr /obst rrnv - pipe bursting, 8' - 15'
EA
0
0
0
0
0
0
S 400.00
$0.00
25
Point Rpr /obst rrnv - pipe bursting, over 15'
deep
EA
0
0
0
0
0
0
S 500.00
$0.00
26
Extra Length point repair, all depths
LF
0
0
0
0
0
0
S 60.00
$0.00 I
27
Well Point set up, up to 12 If
EA
2
0
0
0
0
0
j $ 2,800.00
$0.00 j
28
Well Point, Extra length over 12 If
LF
20
0
0
0
0 I
0 I
S 20.00
$0.00
29
Trench Safety, 0' to 8' deep
LF
I 200
0
0
20
0
20
$ 1.00 j
$20.00
30
Trench Safety, 8' to 15' deep
LF
225
110
123
0
0
233
$ 1.00
S233.00 j
31
Trench Safety, 8' to 15' deep
LF
0
0
0
0
0
0
$ 1.00
S0.00
32
Clean 6" to 12" Sewer
LF
0
0
989.
0
0 I
989
$ 3.00
$2,967.00 i
33
Clean 15" to 21" Sewer
LF
j 0
0
0
0
D
0 j
$ 5.00
$0.00
34
Clean 24" to 36" Sewer
LF
0
0
D
0
0 j
0
$ 10.00
$0.00
35
TV Inspection of Sewer
LF
0
0
j 989
0
0 1
989
$ 1.00
$989.00 j
36
Bypass Pumping, 3" pump
Dav
0
2
6
0
0
9
$ 1.00
$9.00
37
Bypass Pumping, 4" pump
I Day
0
0
0
0
0 j
0 j
S 1.00
$0.00 ,
38
Bypass Pumping, 6" pump
Dav
0
0
0
0
0
0
S -
$0.00 1
39
Bypass Pumping, 8" pump
Dav
0
0
1 0
0
0 I
0
S
$0.00
40
Pt. Repair, 6" - 12 ', 0'- 8' deep, up to 121
EA
0
0
3
0
0
3
S 1,250.00
$3.750.00 1
41
Pt. Repair, 6" - 12 ", 8'- 15' deep, up to 12 If
EA.
0
0
j 6
D
0
6
$ 1,750.00
$10,500.00 I
42
Pt. Repair. 6" - 12 ", over 15' deep. up to 12 If
EA
0
--o-T-5
0
0
0
$ 2,500.00
$0.00
43
Pt. Repair, 15" - 18 ", 0'- B' deep, uo to 12 If
EA
D
0
0
1
0
1
$ 2.250.00
S2 250.00
44
Pt. Repair, 15" - 18 ", 8'- 15' deep. up to !2 If
EA
0
0
0
0
0
0
$ 2.900.00
$0.00
45
Pt. Repair, 15" - 18 ", over 15' deep. up to 12 If
EA
0
1 0
0
0
0
0
$ 3,500.00
$0.00
46
Pt. Repair, 21" - 36 ", 0'-- 8' deep, up to 12 If
EA
0
0
j 0
0
0
0
$ 4.000.00
S0.00 I
peawolfinal
CITY OF BAYTOWN
Project: ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
P.M. Construction and Rehabilitation, L.P.
f04 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
I Unit
Est. WO1
Quant.
P.E.1
Quantities
P.E.2
Quantities
P.E.3 P.E.4 Total
Quantities Quantities to Date
Unit
Price
Total
Estimate
471Pt.
Repair, 21" - 36 ", 8' - 15' dee . uo to 12 If
EA
0
0
0
I 0
0
0
S 6.000.00
$0.00
48
Pt. Repair, 21" - 36 ", over 15' deep, up to 12 If
EA
0
0
0
0
0
0
$ 8.000.00
$0.00
49
Extra length pl. Repair, all sizes, 0'- 8' deep
LF
0
0
0.
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
$ 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
$ 65.00
$0.00
53
Rmv /Rplace 6"- 12 ", includes modified
bedding, 8'- 15' deep, 50 L.F. min.
LF
0
0
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
0
0
$ 1,000.00
$0.00
55
Rmv /Rplace 15" - 18 ", includes modified
bedding, 0'- 8' deep, 50 L. F. min.
LF
0
0
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
1 0
0
0
0
0
$ 100.00
1 $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
$ 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
sidewalkldriveway (includes sawcutting &
reinforcement)
SY
0
0
0
0
0
0
$ 45.00
$0.00
61
Rmv /replace up toy" concrete
sidewalk/driveway (includes sawcutting &
reinforcement)
SY
0
0
0
0
0
0
$ 60.00
$0.00
62
Rmv /repl up to 2" HMAC, Type D, (ind. Saw
cut,tack coat, base repair)
SY
0
0
22.26
0
0
22.26
$ 30.00
$667.80
63
1" rock with no fines for bedding (incidental to
point repairs)
TON
10 1
0
6
0
0
6
$ 20.00
$120.00
64
Annular and void space grouting
CY
6
0
0
0
0
0
$ 100.00
$0.00
65
Flagman for direction of traffic
MHR
0
0
0
0 1
0
0
$ 20.00
$0.00
66
Hydromulch Seeding
SY
480
180
240
0
0
420
$ 3.00
$1,260.00
67
Bypass Pumping, 6" or greater
Day
2
0
0
0
0
0
$ 1.00
$0.00
68
Root & tuberculation removal, 6" - 12"
LF
0
0
0
0
0
0
$ 10.00
$0.00
69
Root & tuberculation removal, 12" - 24"
LF
0
0 1
0
0
0 1
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 1
0
0
0
$ 2,500.00
$0.00
72
Drop manhole assembly, over 8' deep
VF
0
0
0
0
0
0
$ 500.00
$0.00
73
Emergency mobilization
EA
0
0
0
0
0
0
$ 1,000.00
$0.00
Total
ezry ..
-
..
$298.546.25
Less 0% Retaina9e
..�
Less Total Previous Payments on WO 1
_,..
: ' : _ ,.. t
t_ t�
� -
e4-0*
" '".
$(260.881.54)
Payment Due This Estimates
",?
.�
-
S 37,664.71
Asst. Director of Engineering
pe4wol final
J
^�
Construction ate
Contract Summary:
Current Work Order #1 Amount
$298,5.46.25
Less 5% Retainage
$
Less P.E. 1
$ (65,531.57)
Less P.E. 2
$ (171,016.72)
Less P.E. 3
$ (24,33325)
Current Amount Due
$37,664.71
Asst. Director of Engineering
pe4wol final
CITY OF BAYTOWN
ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
t`
Change Order #1 on Work Order #2
Q
11!22!2000
71-1
L
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.
Co1wo2 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
2570
3613
1043
$ 38.00
$ 39,634.00
2
Pipe bursting 6" & 8" with B"
HDPE min. SDR 17, V -15' deep
LF
1100
0
-1100
$ 40.00
$(44,000.00)
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
285
285
$ 45.00
$ 12,825.00
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' -B' deep
LF
0
0
0
$ 55.00
$
8
Pipe bursting 10" & 12" with 12"
HDPE min. SDR 17, 8' -15' deep
LF
0
0
0
$ 60.00
$
9
Pipe bursting 10" & 12" with 12"
HDPE min. SDR 17, over 15'
deep
LF
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
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
Replace/install ring and cover
EA
0
1
1
$ 300.00
$ 300.00
22
Extra cement stabilized sand
backfill, 2 sk. /ton
TON
0
218.1
218.1
$ 20.00
$ 4,362.00
23
Point Rpr /obst rmv - pipe
bursting, 0'- 8' deep
EA
0
11
11
$ 300.00
$ 3,300.00
24
Point Rpr /obst rmv - pipe
bursting, 8'- 15' deep
EA
0
1
1
$ 400.00
$ 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.OD
$
27
Well Point set up, up to 12 If
EA
0
0
0
$ 2,800.00
$
28
Well Point, Extra length over 12
If
LF
0
0
0
$ 20.00
$ -
29
Trench Safety, O' to 8' deep
LF
200
255
55
$ 1.00 1
$ 55.00
Co1wo2 pagel
' r
CITY OF BAYTOWN
ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
Change Order #1 on Work Order #2
�1
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.
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
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
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
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, D'- 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
sidewalkidriveway (includes
sawcutting & reinforcement) . I
SY 1
0
01
0
$ 45.00 1
$
Co1wo2 page2
v
Co1wo2
CITY OF BAYTOWN
ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
Change Order #1 on Work Order #2
1112212000
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.
61
Rmv /replace up to5" concrete
sidewalkidriveway (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
60.91
60.91
$ 30.00
$ 1,827.30
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
500
400
-100
$ 3.00
$ (300.00)
67
B pass 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
8' deep
Drop manhole assembly, over 8'
deep
Emergency mobilization
LF
01
0
0
$ 100.00
$
71
EA
0.-
0
0
$ 2,500.00
$
72
VF
0
0
0
$ 500.00
$
73
L EA
0
0
0
$ 11000.00
$
Total Change Order #1
1-
M Construction Date
Finance Date
Work Order Summary:
Final Construction Cost $ 228,570.05
Initial Work Order $ 221,195.00
Change Order #1 $ 7,375.05
Director of Engineering Date
City manager Date
$ 7,375.05
page3
CITY OF BAYTOWN
Project: ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
M.M. Construction and Rehabilitation, L.P.
704 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" HDPE min. SDR
17, 0' -8' deep
LF
2570
3613
0
3613
$ 38.00
$137,294.00
2
Pipe bursting 6" & 8" with 8" HDPE min. SDR
17, 8' -15' deep
LF
1100
0
1 0
0
S 40.00
S0.00
3
Pipe bursting 6" & 8" with 8" HDPE min. SDR
17, over 15' deep
LF
0
0
0
0
$ 45.00
S0.00
4
Pipe bursting 8" & 10" with 10" HDPE min.
SDR 17, 0' -8' deep
LF
0
0
0
0
$ 42.00
$0.00 I
5
Pipe bursting 8" & 10" with 10" HDPE min.
SDR 17, 8' -15' deep
LF
0
285
0
285
$ 45.00
I
$12,825.00 1
6
Pipe bursting 8" & 10" with 10" HDPE min.
SDR 17, over 158' deep
LF
0
0
0
0
$ 50.00
j
$0.00 I
7
Pipe bursting 10" & 12" with 12" HDPE 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
0
$ 60.00
i
$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
S 75.00
S0.00
11
Pipe bursting 12" & 15" with 15" HDPE min.
SDR 17, min, PVC SDR 26, 8' -15' deep
LF
0
0
0
0
$ 85.00
S0.00
12
Pipe bursting 12" & 15" with 15" HDPE min.
SDR 17, min, PVC SDR 26, over 15' deep
LF
0
0
0
0
S 100.00
S0.00
13
Remove existing slipliner, all sizes and
depths
LF
500
480
0
480
S 5.00
$2,400.00
14
Reconnect service - short side, 0' -8' deep
EA
72
91
0
91
S 500.00
$45,500.00
15
Reconnect service - short side, over 8' deep
EA
23
2
0
2
$ 700.00
$1,400.00
16
Reconnect service - long side, 0' -8' deep
EA
0
0
0
0
S 1,200.00
S0.00
17
Reconnect service - long side, over 8' deep
EA
0
0
0
01
S 1,500.00
$0.00
18
Manhole Wall Sealing
VF
57
15.25
21.5
36.75
$ 85.00
$3,123.75
19
Repl /install new manhole, 0' -8' deep
EA
2
4
0
4
$ 1,500.00
$6,000.00 .
20INew
Manhole , over 8' deep
VF
0
0
0
0
$ 200.00
$0.00 j
21
Replace /install ring and cover
EA
0
1
0
1
$ 300.00
S300.00
22
Extra cement stabilized sand backfill, 2
TON
0
218.1
0
218.1
$ 20.00
$4,362.00
23
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
0
1
$ 400.00
$400.00 ,
25
Point Rpr /obst rmv - pipe bursting, over 15'
deep
EA
0
0
0
0
S 500.00
50.00
26
Extra Length point repair, all depths
LF
0
0
0
0
$ 60.00
S0.00
27
Well Point set up, up to 12 If
EA
0
0
0
0
S 2,800.00
50.00 I
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
200
255
0
255
S 1.00
$255.00
30
Trench Safety, 8' to 15' deep
LF
160
45
0
45
S 1.00
$45.00
31
Trench Safety, 8' to 15' deep
LF
0
0
0
0
S 1.00
S0.00
32 1
Clean 6" to 12" Sewer
LF
1870
1617
0
1617
S 3.00
$4,851.00
33
Clean 15" to 21" Sewer
LF
0
0
0
0
S 5.00
S0.00
34
Clean 24" to 36" Sewer
LF 1
0
0
0
01
S 10.00
S0.00 I
35
TV Inspection of Sewer
LF
1870
1617
0
1617
$ 1.00
S1,617.00
36
Bypass Pumping, 3" pump
Day
0
0
0
0$-
1.00
$0.00
371
Bypass Pumping, 4" pump
Dav
0 1
0
01
01
S 1.00
$0.00
pelwo2partial
CITY OF BAYTOWN
• Project: ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
C
M. Construction and Rehabilitation, L.P.
04 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
pelwo2partial
Est. WO2
P.E.1
P.E. 2
Total
Unit
Total this
Item
Description
Unit
Quant.
Quantities
Quantities
Quantities
Price
Estimate
381Bypass
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 ", 0'- 8' deep, up to 12 If
EA
2
0
0
0
$ 1,250.00
$0.00
411
Pt. Repair, 6" - 12 ", 8'- 15' deep, up to 12 If
EA
3
1
0
1
$ 1,750.00
$1,750.00
42
Pt. Repair, 6" - 12 ", over 15' deep, up to 12 If
EA
0
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
Pt. Repair, 15" - 18 ", over 15' deep, up to 12
45.
If
EA
0
0
0
0
$ 3,500.00
$0.00
461
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
Pt. Repair, 21" - 36 ", over 15' deep, up to 12
48lf
EA
0
0
0
0
$ 8,000.00
$0.00
491
Extra length pt. Repair, all sizes, 0' - 8' deep
LF
0
0
0
0
$ 80.00
$0.00
501
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
52
bedding, 0'- 8' deep, 50 L.F. min.
LF
0
0
0
0
$ 65.00
$0.00
Rmv /Rplace 6" - 12 ", includes modified
53
bedding, 8'- 15' deep, 50 L.F. min.
LF
0
0
0
0,.$
75.00
$0.00
Rmv /Rplace 6" - 12 ", includes modified
54
bedding, over 15' deep, 50 L.F. min.
LF
0
0
0
0
$ 1,000.00
$0.00
Rmv /Rplace 15" - 18 ", includes modified
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
Auger & Encase 12" -15 ", all depths
LF
0
0
0
0
$ 150.00
$0.00
Rmv /replace up toy" concrete
sidewalk/driveway (includes sawcutting &
60
reinforcement)
SY
0
0
0
0
$ 45.00
$0.00
Rmv /replace up to5" concrete
sidewalk/driveway (includes sawcutting &
61
reinforcement)
SY
0
0
0
0
$ 60.00
$O.OD
Rmv /repl up to 2" HMAC, Type D, (incl. Saw
62
cut,tack coat, base repair)
SY
0
60.91
0
60.91
$ 30.00
$1,827.30
1" rock with no fines for bedding (incidental to
63
point repairs)
TON
0
0
0
0
$ 20.00
$0.00
64
Annular and void space grouting
CY
0
0
0
Of
$ 100.00
$0.00
65
Flagman for direction of traffic
MHR
0
0
0
0
$ 20.00
$0.00
66
Hydromulch Seeding
SY
500
400
0
400
$ 3.00
$17200.00
67
Bypass Pumping, 6" or greater
Day
0
0
0
0
$ 1.00
50.00
68
Root & tuberculation removal, 6" - 12"
LF
0
0
0
0
$ 10.00
$0.00
69
Root & tuberculation removal, 12" - 24"
LF
0
0
0
0
$ 20.00
$0.00
Steel Casing, up to 12 ", above ground,
70
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
01
$ 500.00
$0.00
pelwo2partial
!7
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 Total unit ivzai uus
Item Description Unit Quant. Quantities Quantities Quantities Price Estimate
79 Finarnanry mnhili7atinn EA 0 0 0 0 $ 1,000.00 1 $0.00
Total Previous Payments on WO 2
lent Due This Estimate
M. Construction Date
Contract Summary:
Current Work Order #2 Amount $228,570.05
Less 5% Retainage $
Less Previous Payments $ (215,405.42)
Current Amount Due $ 13,164.63
pe 1 wo2partial
$228,570.
$ (215,405.
$ 13,164.
Asst. Director of Engineering Date
n
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, manhole wall rehabilitation and miscellaneous items
related to work on Country Club View 8 Country Club Drive.
if i0 -
pager
Ong.
Final
I
Cost
Item
Description
Unit
Quant
Quant.
Diff.
Price
Difference
1
Pipe bursting 6- & 8" with 8'
HOPE min. SDR 17, 0'-8' deep
LF
170
170
0
$ 38.00
$
2
Pipe bursting 5" & 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
01
S 45.00
$
4
Pipe bursting 8' & 10' with 10"
HOPE min. SDR 17, 0'-8' deep
LF
0
0
0
$ 42.00
S
5
Pipe bursting 8" & 10" with 10"
HDPE min. SDR 17, 8' -15' deep
LF
0
01
0
$ 45.00
$
6
Pipe bursting 8' & 10' with 10"
HDPE min. SDR 17, over 158'
deep
LF
0
0
0
$ 50.00
S
7
Pipe bursting 10" & 12" with 12'
HDPE min. SOR 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
0
01
0
$ 60.00
$
9
Pipe bursting 10' & 12" with 12'
HDPE min. SDR 17, over 15'
deep
LF
0
0
0
$ 75.00
S
10
Pipe bursting 12" & 15' with 15'
HDPE min. SOR 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
Of
0
0
$ 100.00
S
13
Remove existing slipliner, all -
0
$ 5.00
$
sizes and depths
LF
1 0
0
14
Reconnect service - short side,
0
$ 500.00
S
0'-8' deep
EA
0
0
15
Reconnect service - short side,
0
$ 700.00
$
over 8' deep
EA
0
0
16
Reconnect service - long side, 0'
$
8' deep
EA
0
0
0
S 1.200.00
17
Reconnect service - long side,
0
$ 1,500.00
$
over 8' deep
EA
0
0
6.25
6.25
$ 85.00
S 531.25
18
Manhole Wall Sealing
VF
0
19
Repi/install new manhole, 0'-8'
deep
p
p
0
$ 1,500.00
$
20
New Manhole over 8' deep
VF
6
0
-6
$ 200.00
S (1,200.00)
21
,
Replaceiinstall ring and cover
EA
0
0
0
S 300.00
$
22
Extra cement stabilized sand
backfill, 2 sk. /ton
TON
45
0
-45
S 20.00
S (900.00)
23
Point Rpdobst rrnv - pipe
1
$ 300.00
S 300.00
bursting, 0'- 8' deep
EA
2
3
24
Point Rpr /obst rmv - pipe
$ -
bursting, 8'- 15' deep
EA
0
0
0
S 400.00
25
Point Rpr /obst rrnv - pipe
S
bursting, over 15' deep
EA
0 0
0
$ 500.00
26
Extra Length point repair, all
$
depths
LF
0 0
0
S 60.00
27
Well Point set up, up to 12 If
EA
0 I 0
0
$ 2,800.00
$
28 Well Point, Extra length over 12
If
LF
01 0
0
$ 20.00
$
29 Trench Safety, 0' to 8' deep LF
201
ii 20
0
S 1.00
$
if i0 -
pager
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, 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
01
0
$ 1,750.00
$
42
Pt. Repair, 6" - 12 ", over 15'
deep, up to 12 tf
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,
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
01
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
01
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 toy" concrete
sidewalk/driveway (includes
sawcutting & reinforcement)
I SY
1 01
01
0
$ 45.00 1
$
Co1wo3 page2
I
I
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, manhole wall rehabilitation and miscellaneous items
related to work on Country Club View & Country Club Drive.
61
Rmv /replace up t05" concrete
sidewalk/driveway (includes
sawcutting & reinforcement)
SY
0
0
0
S 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
0
50
50
$ 3.00
$ 150.00
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
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
1
1
0
$ 1,000.00
$
t otai t,nange urger rr i
.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
page3
CITY OF BAYTOWN
Project: ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
C
P.M. Construction and Rehabilitation, L.P.
4 East Erath
uston, 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. WO3 P.E.1
Quant. Quantities
P.E.2
Quantities
Final Unit
Quantities Price
Total this
Estimate
1
Pipe bursting 6" & 8" with 8" HDPE min. SDR
17, 0' -8' deep .
LF
170
170
0
170
$ 38.00
$6,460.00
21Pipe
bursting 6" & 8" with 8" HOPE min. SDR
17, 8' -15' deep
LF
0
0
0
0
S 40.00
$0.00
31Pipe
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
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
0
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
0
0
0
0
$ 5.00
50.00
14
Reconnect service - short side, 0' -8' deep
EA
0
0
0
0
$ 500.00
50.00
15
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
0
0
6.25
6.25
$ 85.00
$531.25
19
Repl /install new manhole, 0' -8' deep
EA
0
0
0
0
$ 1,500.00
$0.00
20
New Manhole , over 8' deep
VF
6
0
0
0
$ 200.00
$0.00
21
Replace /install ring and cover
EA
0
0
0
0
$ 300.00
$0.00
22
Extra cement stabilized sand backfill, 2
TON
45
0
0
0
$ 20.00
$0.00
23
Point Rpr /obst rmv - pipe bursting, 0'- 8' deer
EA
2
3
0
3
$ 300.00
$900.00
24j
Point Rpr /obst rmv - pipe bursting, 8' - 15'
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
1 0
0
01
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
20
20
0
20
$ 1.00
$20.00
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
0
0
$ 1.00
$0.00
32
Clean 6" to 12" Sewer
LF
0
0 1
0
0
$ 3.00
$0.00
33
Clean 15" to 21" Sewer
LF
0
0
0
0
$ 5.00
50.00
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
Dav
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
pe2wo3final
CITY OF BAYTOWN
Project: ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
P.M. Construction and Rehabilitation, L.P.
is 04 East Erath
uston, 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. WO3 P.E.1
Quant. Quantities
P.E.2
Quantities
Final Unit
Quantities Price
Total this
Estimate
$0.00
41 1
Pt. Repair, 6" - 12 ", 8'- 15' deep, up to 12 If
EA
0
0
0
0
S 1,750.00
$0.00
42
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
$ 2,250.00
$0.00
44
Pt. Repair, 15"- 18 ", 8'- 15' deep, up to 12 If
EA
0
0
0
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
46
Pt. Repair, 21" - 36 ", 0'- 8' deep, up to 12 If
EA
0
0
0
0
S 4,000.00
$0.00
47
Pt. Repair, 21" - 36 ", 8'- 15' deep, up to 12 If
EA
0
0
0
0
S 6,000.00
$0.00
481
Pt. Repair, 21" - 36 ", over 15' deep, up to 12 1
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
0
0
0
$ 120.00
$0.00
51
Extra length pt. Repair, all sizes, over15' deep
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
0
S 1,000.00
$0.00
55
Rmv /Rplace 15" - 18 ", includes modified
bedding, 0'- 8' deep, 50 L.F. min.
LF
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
$ 100.00
$0.00
57
f2mv /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
0
0
0
S 150.00
$0.00
60
Rmv /replace up toy" concrete
sidewalk/driveway (includes sawcutting &
reinforcement)
SY
0
0
0
0
$ 45.00
50.00
61
Rmv /replace up toy" concrete
sidewalk/ddveway (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
S 20.00
$0.00
64
Annular and void space grouting
CY
0
0
0
0
$ 100.00
$0.00
65
Flagman for direction of traffic
MHR
0
0
0
0
S 20.00
$0.00
66
Hydromulch Seeding
SY
0
50
0
50
$ 3.00
$150.00
67
Bypass Pumping, 6" or greater
Day
0
0
0
0
S 1.00
$0.00
68
Root & tuberculation removal, 6" - 12"
LF
0
0
0
0
S 10.00
$0.00
69
Root & tuberculation removal, 12" - 24"
LF
0
0
0
0
S 20.00
$0.00
70
Steel 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
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
1
1
01
1
$ 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
Co struction Date
Contract Summary:
Current Work Order #2 Amount $9,061.25
Less 0% Retainage $
Less Previous Payments $ (6,103.50)
Current Amount Due $ 957.75
E.
Asst. Director of Engineering Date
pe2wo3final
2'
i�
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.
Co1wo4 paget
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
0
0
0
$ 45.00
$
6
Pipe bursting 8" & 10" with 10"
HDPE min. SDR 17, over 158'
deep
LF
0
01
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
0
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
SOR 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,
over8'deep
EA
0
0
0
S 1,500.00
$
18
Manhole Wall Sealing
VF
14
9.17
-4.83
$ 85.00
$ (410.55)
19
RepUnstall 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
0
0
$ 300.00
S
22
Extra cement stabilized sand
backfill, 2 sk. /ton
TON
0
0
0
$ 20.00
$
23
Point Rpr /obst nnv - pipe
bursting, 0'- 8' deep
EA
3
0
-3
$ 300.00
$ (900.00)
24
Point Rpr /obst nnv - 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
$
27
Well Point set up, up to 12 If
EA
0
0
0
S 2,800.00
$
28
Well Point, Extra length over 12
If
LF
0
0
0
$ 20.00
$
29
Trench Safety, 0' to 8' deep
LF
120
80
-40
$ 1.00
1 $ (40.00)
Co1wo4 paget
[I]
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
01
0
0
$ 1.00
$
37
Bypass Pumping, 4" pump
Day
0
0
0
S 120
$
38
Bypass Pumping, 6" pump
Day
0
0
0
$ -
$
39
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
$ 1,250.00
$
41
Pt. Repair, 6" - 12 ", 8'- 15'
deep, up to 12 If
EA
01
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
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,
overl6deep
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
1 0
D
0
$ 45.00
S
page2
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.
61
Rmv /replace up t05' concrete
sidewalk/ddveway (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
0
0
$ 30.00
$
63
1' rock with no fines for bedding
(incidental to point repairs)
TON
01
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
0
0
$ 10.00
$
69
Root & tuberculat]on 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
$
Total Change or
-19-�Tntm � � � - ;'�
M Construction Date Director of Engineering Date
Finance Date City manager Date
Work Order Summary:
Final Construction Cost $ 72,553.45
Initial Work Order $ 71,440.00
Change Order #1 $ 1,113.45
page3
CITY OF BAYTOWN
Project: ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
y
P.M. Construction and Rehabilitation, L.P.
7704 East Erath
Houston, Texas 77012
Pay Estimate No. 1 (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
1
Pipe bursting 6" & 8" with 8" HDPE min. SDR
17, 0' -8' deep
LF
Est. W03 P.E.1
Unit
Total this
Item
Description
Unit I
Quant. Quantities
Price
Estimate
1
Pipe bursting 6" & 8" with 8" HDPE min. SDR
17, 0' -8' deep
LF
1290
1258
$ 38.00
$47,804.00
2
Pipe bursting 6" & 8" with 8" HDPE min. SDR
17, 8' -15' deep
LF
0
0
$ 40.00
$0.00
3117,
Pipe bursting 6" & 8" with 8" HDPE min. SDR
over 15' deep
LF
0
0
$ 45.00
$0.00
4
Pipe bursting 8" & 10" with 10" HDPE min.
SDR 17, 0' -8' deep
LF
0
0
$ 42.00
$0.00
5
Pipe bursting 8" & 10" with 10" HDPE min.
SDR 17, 8' -15' deep
LF
0
0
$ 45.00
$0.00
6
Pipe bursting 8" & 10" with 10" HDPE min.
SDR 17, over 158' deep
LF
0
0
$ 50.00
$0.00
7
Pipe bursting 10" & 12" with 12" HDPE min.
SDR 17, 0' -8' deep
LF
0
0
$ 55.00
$0.00
8
Pipe bursting 10" & 12" with 12" HDPE min.
SDR 17, 8' -15' deep
LF
0
0
$ 60.00
$0.00
9
Pipe bursting 10" & 12" with 12" HDPE min.
SDR 17, over 15' deep
LF
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
$ 75.00
$0.00
11
Pipe bursting 12" & 15" with 15" HDPE min.
JSDR 17, min, PVC SDR 26, 8' -15' deep
LF
0
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
$ 100.00
$0.00
13
Remove existing slipliner, all sizes and
depths
LF
570
1258
$ 5.00
$6,290.00
14
Reconnect service -short side, 0' -8' deep
EA
31
31
$ 500.00
$15,500.00
15
Reconnect service - short side, over 8' deep
EA
0
0
$ 700.00
$0.00
16
Reconnect service - long side, 0' -8' deep
EA
0
0
$ 1,200.00
$0.00
17
Reconnect service - long side, over 8' deep
EA
0
0
$ 1,500.00
$0.00
18
Manhole Wall Sealing
VF
14
9.17
$ 85.00
$779.45
19
Repl /install new manhole, 0' -8' deep
EA
1
1
$ 1,500.00
$1,500.00
20
New Manhole , over 8' deep
VF
0
0
$ 200.00
$0.00
211
Replace /install ring and cover
EA
0
1 1
$ 300.00
$300.00
22
Extra cement stabilized sand backfill, 2
sk. /ton
TON
0
0
$ 20.00
$0.00
23
Point Rpr /obst rmv - pipe bursting, 0'- 8'
deep
EA
3
0
$ 300.00
$0.00
24
Point Rpr /obst rmv - pipe bursting, 8'- 15'
deep
EA
0
0
$ 400.00
1 $0.00
25
Point Rpr /obst rmv - pipe bursting, over 15'
deep
EA
0
0
$ 500.00
$0.00
26
Extra Length point repair, all depths
LF
0
0
$ 60.00
$0.00
27
Well Point set up, up to 12 If
EA
0
0
$ 2,800.00
$0.00
28
Well Point, Extra length over 12 If
LF
0
0
$ 20.00
$0.00
29
Trench Safety, 0' to 8' deep
LF
120
80
$ 1.00
$80.00
30
Trench Safety, 8' to 15' deep
LF
0
0
$ 1.00
$0.00
31
Trench Safety, 8' to 15' deep
LF
0
0
$ 1.00
$0.00
pelwo4final
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. 1 (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. W03 P.E.1
Quant. Quantities
Unit
Price
Total this
Estimate
32
Clean 6" to 12" Sewer
LF
0
0
$ 3.00
$0.00
33
Clean 15" to 21" Sewer
LF
0
0
$ 5.00
$0.00
34
Clean 24" to 36" Sewer
LF
0
0
$ 10.00
$0.00
35
TV Inspection of Sewer
LF
0
0
$ 1.00
$0.00
36
Bypass Pumping, 3" pump
Day
0
0
$ 1.00
$0.00
37
Bypass Pumping, 4" pump
Day
0
0
$ 1.00
$0.00
38
Bypass Pumping, 6" pump
Day
0
0
$ -
$0.00
39
Bypass Pumping, 8" pump
Day
0
0
$ -
$0.00
40 1
Pt. Repair, 6" - 12 ", 0' - 8' deep, up to 12 If
EA
0
0
$ 1,250.00
$0.00
411
Pt. Repair, 6" - 12 ", 8' - 15' deep, up to 12 If
EA
0
0
$ 1,750.00
$0.00
6" - 12 ", over 15' deep, up to 12 If
EA
0
0
$ 2,500.00
$0.00
__._._42..Pt...Repair,
431
Pt. Repair, 15" - 18 ", 0'- 8' deep, up to 12 If
EA
0
0
$ 2,250.00
$0.00
44
Pt. Repair, 15" - 18 ", 8'- 15' deep, up to 12 If
EA
0
0
$ 2,900.00
$0.00
45
Pt. Repair, 15" - 18 ", over 15' deep, up to 12
if
EA
0
0
$ 3,500.00
$0.00
46
Pt. Repair, 21" - 36 ", 0' - 8' deep, up to 12 If
EA
0
0
$ 4,000.00
$0.00
47
Pt. Repair, 21" -.36 ", 8'- 15' deep, up to 12 If
EA
0
0
$ 6,000.00
$0.00
481f
Pt. Repair, 21" - 36 ", over 15' deep, up to 12
EA
0
0
$ 8,000.00
$0.00
49
Extra length pt. Repair, all sizes, 0'- 8' deep
LF
0
0
$ 80.00
$0.00
50
Extra length pt. Repair, all sizes, 8'- 15' deep
LF
0
0
$ 120.00
$0.00
51
Extra length pt. Repair, all sizes, overl5'
deep
LF
0
0
$ 160.00
$0.00
52
Rmv /Rplace 6"- 12 ", includes modified
bedding, 0'- 8' deep, 50 L.F. min.
LF
0
0
$ 65.00
$0.00
53
IRmv/Rplace 6" - 12 ", includes modified
bedding, 8'- 15' deep, 50 L.F. min.
LF
0
0
$ 75.00
$0.00
54
Rmv /Rplace 6" - 12 ", includes modified
bedding, over 15' deep, 50 L.F. min.
LF
0
0
$ 1,000.00
$0.00
55
Rmv /Rplace 15" - 18 ", includes modified
bedding, 0'- 8' deep, 50 L.F. min.
LF
0
0
$ 75.00
$0.00
56
Rmv /Rplace 15" - 18 ", includes modified
bedding, 8'- 15' deep, 50 L.F. min.
LF
0
0
$ 100.00
$0.00
57
Rmv /Rplace 15" - 18 ", includes modified
bedding, over 15' deep, 50 L.F. min.
0
0
$ 125.00
$0.00
58
Auger & Encase 8" -10 ", all depths
LF
0
0
$ 100.00
$0.00
59
Auger & Encase 12" -15 ", all depths
LF
0
0
$ 150.00
$0.00
60
Rmv /replace up to5" concrete
sidewalk/driveway (includes sawcutting &
reinforcement)
SY
0
0
$ 45.00
$0.00
61
Rmv /replace up to5" concrete
sidewalk/driveway (includes sawcutting &
reinforcement)
SY
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
$ 30.00
$0.00
63
1" rock with no fines for bedding (incidental to
point repairs)
TON
0
0
$ 20.00
$0.00
64
Annular and void space grouting
CY
0
0
$ 100.00
$0.00
pe1wo4final
A
r
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. 1 (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
-a
Construction Date
Contract Summary:
Current Work Order #2 Amount $72,853.45
Less 0% Retainage $
Less Previous Payments $ -
Current Amount Due $ 72,853.45
p:e1 wo4final
Asst. Director of Engineering
Est. W03 P.E.1
Unit
Total this
Item
Description
Unit
Quant Quantities
Price
Estimate
651
Flagman for direction of traffic
MHR
0
0
$ 20.00
$0.00
66
Hydromulch Seeding
SY
120
200
$ 3.00
$600.00
67 1
Bypass Pumping, 6" or greater
Day
0
0
$ 1.00
$0.00
68
Root & tuberculation removal, 6" - 12"
LF
0
0
$ 10.00
$0.00
69
Root & tuberculation removal, 12" - 24"
LF
0
0
$ 20.00
$0.00
Steel Casing, up to 12 ", above ground,
70
coated and wrapped, including supports
LF
0
0
$ 100.00
$0.00
71
Drop manhole assembly, up to 8' deep
EA
0
0
$ 2,500.00
$0.00
721
Drop manhole assembly, over 8' deep
VF
0
0
$ 500.00
$0.00
73J
Emergency mobilization
EA
0
0
$ 1,000.00
$0.00
$72,853.45
Total
$
Less 0% Retainage
$ -
Less Total Previous Payments on WO 3
$ 72,853.45
Payment Due This Estimate
-a
Construction Date
Contract Summary:
Current Work Order #2 Amount $72,853.45
Less 0% Retainage $
Less Previous Payments $ -
Current Amount Due $ 72,853.45
p:e1 wo4final
Asst. Director of Engineering