Ordinance No. 9,138ORDINANCE NO. 9138
® AN ORDINANCE AUTHORIZING CHANGE ORDER NO. 1 TO WORK ORDER
NO. 7 WITH P.M. CONSTRUCTION AND REHABILITATION, L.P., TO
ADJUST THE FINAL UNIT BID QUANTITIES FOR THE ANNUAL SANITARY
SEWER REHABILITATION PROJECT - YEAR 2000; AUTHORIZING FINAL
PAYMENT OF THE SUM OF TEN THOUSAND NINE HUNDRED SEVEN AND
80/100 DOLLARS ($10,907.80) TO P.M. CONSTRUCTION AND
REHABILITATION, L.P., FOR SAID PROJECT; AND PROVIDING FOR THE
EFFECTIVE DATE THEREOF.
************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
WHEREAS, the City of Baytown contracted with P.M. Construction and Rehabilitation, L.P.,
for the Annual Sanitary Sewer Rehabilitation Project - Year 2000 (the "Project "); and
WHEREAS, a change order in the amount of THREE THOUSAND THREE HUNDRED
NINETY -FIVE AND NO /100 DOLLARS ($3,395.00) to adjust the final unit bid quantities is
necessary to reflect the actual quantities used in the Project as well as the amount remaining due to
P.M. Construction and Rehabilitation, L.P.; and
WHEREAS, all of the said improvements, as provided in the plans and specifications
heretofore prepared by the City's Engineer and as approved and adopted by the City Council have
been performed and completed in full accordance with all of the terms and conditions of the
aforesaid contract; and
WHEREAS, the City's Engineer in the manner provided by the terms of the said contract and
the plans and specifications thereof, has approved and accepted the Annual Sanitary Sewer
Rehabilitation Project — Year 2000 and improvements and has heretofore issued his Certificate of
Final Acceptance and has certified same to the City Council and recommended that it accept and
receive said work and improvements as constructed and completed by Contractor; and
WHEREAS, there remains due and owing to P.M. Construction and Rehabilitation, L.P., the
sum of TEN THOUSAND NINE HUNDRED SEVEN AND 80 /100 DOLLARS ($10,907.80); NOW
THEREFORE
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF BAYTOWN, TEXAS:
Section 1: That the City Council does hereby authorize Change Order No. 1 to Work
Order No. 7 with P.M. Construction and Rehabilitation, L.P., to adjust the final unit bid quantities
for the Annual Sanitary Sewer Rehabilitation Project - Year 2000. A copy of said change order is
attached hereto, marked Exhibit "A," and made a part hereof for all intents and purposes.
Section 2: That the City Council hereby accepts and approves the above - described work
and improvements, and finds and determines that all of said improvements have been completed as
® provided in the plans and specifications thereof, and in full accordance with all of the terms and
provisions of the aforesaid contract.
® Section 3: That the Certificate of Final Acceptance heretofore issued by the City's
Engineer and certified to the City Council is hereby accepted and received.
Section 4: That final payment to P.M. Construction and Rehabilitation, L.P., in the
amount of TEN THOUSAND NINE HUNDRED SEVEN AND 80/100 DOLLARS ($10,907.80) 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 12`h day of April, 2001.
ATTEST:
GAkY W. SMITH, City Clerk
APPROVED AS TO FORM:
ACIO RAMIREZ, W., City Attorney
d: \MyDocuments\ Council\ 00 -011 April \CO &FinalPayAnnualSSRehab2000
2
/j4 e.
PETE C. ALFAR , Mayor
CITY OF BAYTOWN
ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
Change Order #1 on Work Order #7
01/02/2001
® This work order included pipe bursting , manhole replacement and miscellaneous items related to work, clean & TV on Civic Drive,Ontario
Street and Missouri Street.
C
Co1wo7
pagel
Orig.
Final
Cost
Item
Description
Unit
Quant.
Quant.
Diff.
Price
Difference
1
Pipe bursting 6" & 8" with 8"
HOPE min. SDR 17, 0' -8' deep
LF
1150
1142
-8
$ 38.00
$ (304.00)
2
Pipe bursting 6" & 8" with 8"
HOPE min. SDR 17, 8' -15' deep
LF
0
0
0
$ 40.00
$
3
Pipe bursting 6" & 8" with 8"
HOPE min. SDR 17, over 15'
deep
LF
0
0
0
$ 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
0
0
0
$ 45.00
$
6
Pipe bursting 8" & 10" with 10"
HOPE min. SDR 17, over 158'
deep
LF
0
0
0
$ 50.00
$
7
Pipe bursting 10" & 12" with 12"
HOPE min. SDR 17, 0' -8' deep
LF
0
0
0
$ 55.00
$
Pipe bursting 10" & 12" with 12"
HOPE min. SDR 17, 8' -15' deep
LF
0
0
0
$ 60.00
$
E 98
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"
HOPE min. SOR 17, min, PVC
SDR 26, 0' -8' deep
LF
0
0
0
$ 75.00
$
11
Pipe bursting 12" & 15" with 15"
HOPE min. SDR 17, min, PVC
SDR 26, 8' -15' deep
LF
0
0
0
$ 85.00
$
12
Pipe bursting 12" & 15" with 15"
HOPE min. SDR 17, min, PVC
SDR 26, over 15' deep
LF
0
0
0
$ 100.00
$ -
13
Remove existing slipliner, all
sizes and depths
LF
0
0
0
$ 5.00
$ -
14
Reconnect service - short side, 0
8' deep
EA
28
30
2
$ 500.00
$ 1,000.00
15
Reconnect service - short side,
over 8' deep
EA
0
0
0
$ 700.00
$ -
16
Reconnect service - long side, 0'
8' deep
EA
0
0
0
$ 1,200.00
$
17
Reconnect service - long side,
over 8' deep
EA
0
0
0
$ 1,500.00
$ -
18
Manhole Wall Sealing
VF
20
22
2
$ 85.00
$ 170.00
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
ReplaceAnstall ring and cover
EA
0
1
1
$ 300.00
$ 300.00
22
Extra cement stabilized sand
backfill, 2 skJton
TON
0
13
13
$ 20.00
$ 260.00
23
Point Rprlobst rmv - pipe
bursting, 0'- 8' deep
EA
2
3
1
$ 300.00
$ 300.00
24
Point Rprlobst rmv - pipe
bursting, 8'- 15' deep
EA
0
0
0
$ 400.00
$ -
25
Point Rprlobst 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
$ 2,800.00
$ -
Co1wo7
pagel
CITY OF BAYTOWN
ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
Change Order #1 on Work Order #7
®
01/02/2001
This work order included pipe bursting , manhole replacement and miscellaneous items related to work, clean & TV on Civic Drive,Ontario
Street and Missouri Street.
28
Well Point, Extra length over 12
If
LF
0
0
0
$ 20.00
$
29
Trench Safety, 0' to 8' deep
LF
100
150
50
$ 1.00
$ 50.00
30
Trench Safety, 8' to 15' deep
LF
0
0
0
$ 1.00
$ -
31
Trench Safety, 8' to 15' deep
LF
0
0
0
$ 1.00
$ -
32
Clean 6" to 12" Sewer
LF
491
491
0
$ 3.00
$ -
33
Clean 15" to 21" Sewer
LF
1454
1308
-146
$ 5.00
$ (730.00)
34
Clean 24" to 36" Sewer
LF
0
0
0
$ 10.00
$ -
35
TV Inspection of Sewer
LF
1945
1799
-146
$ 1.00
$ (146.00)
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
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,
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
37
37
$ 65.00
$ 2,405.00
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
$ -
Co1wo7
page2
CITY OF BAYTOWN
ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
Change Order #1 on Work Order #7
01/02/2001
This work order included pipe bursting , manhole replacement and miscellaneous items related to work, clean & TV on Civic Drive,Ontario
Street and Missouri Street.
59
Auger & Encase 12" -15 ", all
depths
LF
0
0
0
$ 150.00
$
60
Rmv /replace up to5" concrete
sidewalk/driveway (includes
sawcutting & reinforcement)
SY
0
2
2
$ 45.00
$ 90.00
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
$ -
651
Flagman for direction of traffic
MHR
0
0
0
$ 20.00
$ -
66
Hydromulch Seeding
SY
200
200
0
$ 3.00
$ -
671
Bypass Pumping, 6" or greater
Day
0
0
0
$ 1.00
$ -
68
Root & tuberculation removal, 6"
12"
LF
0
0
0
$ 10.00
$ -
69
Root & tuberculation removal,
12" - 24"
LF
0
0
0
$ 20.00
$ -
70
Steel Casing, up to 12 ", above
ground, coated and wrapped,
including supports
LF
0.1,
_ 0
0
$ 100.00
$ -
71
Drop manhole assembly, up to 8'
deep
EA
0
0
0
$ 2,500.00
$ -
72
Drop manhole assembly, over 8'
deep
VF
0
0
0
$ 500.00
$ -
73
Emergency mobilization
EA
0
0
0
$ 1,000.00
$ -
Total Change Order #1 .
P.M Construction Date
Finance Date
Co1wo7
Work Order Summary:
Final Construction Cost W06 $ 76,283.00
Initial Work Order #6 $ 72,888.00
Change Order #1 $ 3,395.00
Director of Engineering Date
City manager Date
page3
CITY OF BAYTOWN
Project: ANNUAL SANITARY SEWER REHABILITATION CONTRACT - Year 2000
®P.M. Construction and Rehabilitation, LP.
7704 East Erath
Houston, Texas 77012
Pay Estimate No. 2 (final) revised 2/28 /01
Pay Estimate Cut-off date March 30, 2001 (Invoice Date)
Work Order #7, Total Time Allowed: 15 Working Days
Total Time Used: 14 Working Days
pe2wo7final
Est. W07
P.E.1
P.E.2
Total
Unit
Final
Item
Description
Unit
Quant.
Quantities
Quantities
Quantities
Price
Amount
Pipe bursting 6" & 8" with 8" HOPE
1
min. SDR 17, 0' -8' deep
LF
1150
1142
0
1142
$ 38.00
$43,396.00
Pipe bursting 6" & 8" with 8" HOPE
2
min. SDR 17, 8' -15' deep
LF
0
0
0
0
$ 40.00
$0.00
Pipe bursting 6" & 8" with 8" HOPE
3
min. SDR 17, over 15' deep
LF
0
0
0
0
$ 45.00
$0.00
Pipe bursting 8" & 10" with 10"
4
HOPE min. SDR 17, 0' -8' deep
LF
0
0
0
0-$
42.00
$0.00
Pipe bursting 8" & 10" with 10"
5
HOPE min. SDR 17, 8' -15' deep
LF
0
0
0
0
$ 45.00
$0.00
Pipe bursting 8" & 10" with 10"
6
HOPE min. SDR 17, over 158' deep
LF
0
0
0
0
$ 50.00
$0.00
Pipe bursting 10" & 12" with 12"
7
HOPE min. SDR 17, 0' -8' deep
LF
0
0
0
0
$ 55.00
$0.00
Pipe bursting 10" & 12" with 12"
8
HOPE min. SOR 17, 8' -15' deep
LF
0
0
0
0
$ 60.00
$0.00
Pipe bursting 10 "A 12" with 12"
9
HOPE min. SDR 17, over 15' deep
LF
0
0
0
0
$ 75.00
$0.00
Pipe bursting 12" & 15" with 15"
HOPE min. SDR 17, min, PVC SDR
10
26, 0' -8' deep
LF
0
0
0
0
$ 75.00
$0.00
Pipe bursting 12" & 15" with 15"
HOPE min. SOR 17, min, PVC SDR
11
26, 8' -15' deep
LF
0
0
0
0
$ 85.00
$0.00
Pipe bursting 12" & 15" with 15"
HOPE min. SDR 17, min, PVC SDR
12
26, over 15' deep
LF
0
0
0
0
$ 100.00
$0.00
Remove existing slipliner, all sizes
13
and depths
LF
0
0
0
0
S 5.00
1 $0.00
Reconnect service - short side, 0' -8'
14
deep
EA
28
30
0
30
$ 500.00
$15,000.00
Reconnect service - short side, ove
15
8' deep
EA
0
0
0
0
$ 700.00
$0.00
Reconnect service - long side, 0' -8'
16
deep
EA
0
0
0
0
$ 1,200.00
$0.00
Reconnect service - long side, over
17
B' deep
EA
0
0
0
0
$ 1,500.00
$0.00
18
Manhole Wall Sealing
VF
20
0
22
22
$ 85.00
$1,870.00
19
Repl /install new manhole, 0'-8' deep
EA
1
1
0
1
$ 1,500.00
$1,500.00
20
New Manhole , over 8' deep
VF
0
0
0
0
$ 200.00
$0.00
21
Replace /install ring and cover
EA
0
1
0
1
$ 300.00
$300.00
Extra cement stabilized sand
22
backfill, 2 sk. /ton
TON
0
13
0
13
$ 20.00
$260.00
Point Rpr /obst rmv - pipe bursting,
23
0'- 8' deep
EA
2
3
0
3
$ 300.00
$900.00
Point Rpr /obst rmv - pipe bursting,
24
8'- 15' deep
EA
0
0
0
0
$ 400.00
$0.00
Point Rpr /obst rmv - pipe bursting,
25
over 15' deep
EA
0
0
0
0
$ 500.00
$0.00
26
Extra Length point repair, all depth
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
100
150
0
150
$ 1.00
$150.00
30
Trench Safety, 8' to 15' deep
LF
0
0
0
0
$ 1.00
$0.00
pe2wo7final
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) revised 2128101
Pay Estimate Cut -off date March 30, 2001 (Invoice Date)
Work Order #7, Total Time Allowed: 15 Working Days
Total Time Used: 14 Working Days
pe2wo7final
Est. WO7
P.E.1
P.E.2
Total
Unit
Final
Item
Description
Unit
Quant.
Quantities
Quantities
Quantities
Price
Amount
31
Trench Safety, 8' to 15' deep
LF
0
0
0
0
$ 1.00
$0.00
32
Clean 6" to 12" Sewer
LF
491
491
0
491
$ 3.00
$1,473.00
33
Clean 15" to 21" Sewer
LF
1545
776
532
1308
$ 5.00
$6,540.00
34
Clean 24" to 36" Sewer
LF
0
0
0
0
$ 10.00
$0.00
35
TV Inspection of Sewer
LF
1945
1267
532
1799
$ 1.00
$1,799.00
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
-
Pt. Repair, 6" - 12 ", 0'- 8' deep, up
40
to 12 If
EA
0
0
0
0
$1,250.00
$0.00
Pt. Repair, 6"- 12 ", 8'- 15' deep, u
41
to 12 If
EA
0
0
0
0
$ 1,750.00
$0.00
Pt. Repair, 6" - 12 ", over 15' deep,
42
up to 12 If
EA
0
0
0
0
$ 2,500.00
$0.00
Pt. Repair, 15" - 18 ", 0'- 8' deep, u
43
to 12 If
EA
0
0
0
0
$ 2,250.00
$0.00
Pt. Repair, 15" - 18 ", 8'- 15' deep,
44
up to 12 If
EA
0
0
0
0
$ 2,900.00.
$0.00
Pt. Repair, 15" - 18 ", over 15' deep,
45
up to 12 If
EA
0
0
0
$ 3,500.00
$0.00
Pt. Repair, 21" : 36 ", 0'- 8' deep, u
46
to 12 If
EA
0
0
0
0
$ 4,000.00
$0.00
Pt. Repair, 21" - 36 ", 8'- 15' deep,
47
up to 12 If
EA
0
0
0
0
$ 6,000.00
$0.00
Pt. Repair, 21" - 36 ", over 15' deep,
48
up to 12 If
EA
0
0
0
0
$ 8,000.00
$0.00
Extra length pt. Repair, all sizes, 0'
49
8' deep
LF
0
0
0
0
$ 80.00
$0.00
Extra length pt. Repair, all sizes, 8'
50
15' deep
LF
0
0
0.
$ 120.00
$0.00
Extra length pt. Repair, all sizes,
51
overl5' deep
LF
0
0
0
0
$ 160.00
$0.00
Rmv /Rplace 6" - 12 ", includes
modified bedding, 0'- 8' deep, 50
52
L.F. min.
LF
0
0
37
37
$ 65.00
$2,405.00
Rmv /Rplace 6" - 12 ", includes
modified bedding, 8'- 15' deep, 50
53
L.F. min.
LF
0
0
0
0
$ 75.00
$0.00
Rmv /Rplace 6" - 12 ", includes
modified bedding, over 15' deep, 50
54
L.F. min.
LF
0
0
0
0
$1,000.00
$0.00
Rmv /Rplace 15" - 18 ", includes
modified bedding, 0' - 8' deep, 50
55
L.F. min.
LF
0
0
0
$ 75.00
$0.00
Rmv /Rplace 15" - 18 ", includes
modified bedding, 8'- 15' deep, 50
56
L.F. min.
LF
0
0
0
0
$ 100.00
$0.00
Rmv /Rplace 15" - 18 ", includes
modified bedding, over 15' deep, 50
57
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
60
sawcutting & reinforcement)
SY
0
2
0
2
$ 45.00
$90.00
pe2wo7final
•
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) revised 2/28101
Pay Estimate Cut-off date March 30, 2001 (Invoice Date)
Work Order #7, Total Time Allowed: 15 Working Days
Total Time Used: 14 Working Days
P.M. Construction Date
Contract Summary:
Current Work Order #7 Amount
Less 0% Retainage
Less Previous Payments
Current Amount Due
$76,283.00
(65,375.20)
10,907.80
Asst. Director of Engineering Date
pe2wo7final
Est. W07
P.E.1
P.E.2
Total
Unit
Final
Item
Description
Unit
Quant.
Quantities
Quantities
Quantities
Price
Amount
Rmv /replace up to5" concrete
sidewalk/ddveway (includes
61
sawcutting & reinforcement)
SY
0
0
0
0
$ 60.00
$0.00
Rmv /repl up to 2" HMAC, Type D,
(incl. Saw cut,tack coat, base
62
repair)
SY
0
0
0
0
$ 30.00
$0.00
1" rock with no fines for bedding
63
(incidental to point repairs)
TON
0
0
0
0
$ 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
$ 20.00
$0.00
66
Hydromulch Seeding
SY
200
200
0
200
$ 3.00
$600.00
67
Bypass Pumping, 6" or greater
Day
0
0
0
0
$ 1.00
$0.00
Root & tuberculation removal, 6" -
68
12"
LF
0
1 0
0
0
$ 10.00
$0.00
Root & tuberculation removal, 12" -
69
24"
LF
0
0
0
0
$ 20.00
$0.00
Steel Casing, up to 12 ", above
ground, coated and wrapped,
70
including supports
LF
0
0
0
0
$ 100.00
$0.00
Drop manhole assembly, up to 8'
71
deep
EA
0
0
0
0
$ 2,500.00
$0.00
Drop manhole assembly, over 8'
72
deep
VF
0
0
0
0
$ 500.00
$0.00
73
Emergency mobilization
EA
0
0
01
0
$ 1,000.00
$0.00
Total
Less 0% Retainage
Less Total Previous Payments on WO 7
$76,283.00
$ -
$ (65,375.20)
Payment Due This Estimate
$ 10,907.80
P.M. Construction Date
Contract Summary:
Current Work Order #7 Amount
Less 0% Retainage
Less Previous Payments
Current Amount Due
$76,283.00
(65,375.20)
10,907.80
Asst. Director of Engineering Date
pe2wo7final