Ordinance No. 10,097ORDINANCE NO. 10,097
• AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF BAYTOWN,
TEXAS, AUTHORIZING CHANGE ORDER NO. 1 WITH PM CONSTRUCTION
& REHAB, L.P., TO ADJUST THE FINAL UNIT BID QUANTITIES FOR THE
STEINMAN SANITARY SEWER REHABILITATION, PHASE II PROJECT;
AUTHORIZING FINAL PAYMENT OF THE SUM OF TWENTY -ONE
THOUSAND THREE HUNDRED TEN AND 18/100 DOLLARS ($21,310.18) TO
PM CONSTRUCTION & REHAB, L.P., FOR SAID PROJECT; AND PROVIDING
FOR THE EFFECTIVE DATE THEREOF.
WHEREAS, the City of Baytown contracted with PM Construction & Rehab, L.P., for the
Steinman Sanitary Sewer Rehabilitation, Phase II Project (the "Project"), and
WHEREAS, a deduct change order in the amount of FORTY -TWO THOUSAND FIVE
HUNDRED EIGHTY -SEVEN AND 96/100 DOLLARS ($42,587.96) 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'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 Steinman Sanitary Sewer
Rehabilitation, Phase II Project 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 PM Construction & Rehab, L.P., the sum of
TWENTY -ONE THOUSAND THREE HUNDRED TEN AND 18/100 DOLLARS ($21,310.18);
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 with PM
Construction & Rehab, L.P., to adjust the final unit bid quantities for the Steinman Sanitary Sewer
Rehabilitation, Phase II Project. 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.
r:
• 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.
CJ
Section 4: That final payment to PM Construction & Rehab, L.P., in the amount of
TWENTY -ONE THOUSAND THREE HUNDRED TEN AND 18/100 DOLLARS ($21,310.18) 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 14th day of July, 2005.
CALVIN MUNDINGER, Mayor
ATTEST:
ARb W. SMITH, City Clerk
APPROVED AS TO FORM:
Cr NACIO RAMIREZ, SR., C Attorney
RAKaren \Files \City Council \Ordinances\2005Vuly 14\ Changc0rder& Final PaySteinmanSanitarySewerRehabPhaselIProject .doc
• CHANGE ORDER NO.1 & FINAL
Honorable Calvin Mundinger, Mayor
and City Council
City of Baytown
2401 Market Street
Baytown, Texas 77522 -0424
DELIVERED JUN 3 0 200)5
June 8,.2005
Subject: Request for approval of rates on labor and/or materials and/or equipment.
Contractor: P. M. Construction & Rehab., L.P.
Project: West District Sanitary Sewer Rehabilitation, Steinman Lift Station Service
Area
LEI Job No. 044 -066, Contract No. 2
Original Contract Amount: $468,791.50
Gentlemen:
Your approval is requested on the following adjustment of unit bid price quantities, in order
to determine the adjusted Final Contract Amount.
Description Cost
1. Overrun Items 1, 2, 3, 6, 8, 10, 11, 13, 14 and r ( +) $48,271.29
2. Underrun Items 4, 5, 7, 9, 12, 15, b, d, e, f, g, h, i,
J, k, I, m, n, o, p, q, s, and t ( -) $ 90,859.25
Subtotal (Change Order No. 1 & FINAL) { -) $ 421587.96
Original Contract Amount $4684791.5
Final Contract Amount $426,203.54
F:1Currenl Pr0JVaytcwn1044 -066 12\044 -06612 CO 1F.doc
EI�BIT A
• Change Order No. 1 & FINAL
044 -066, #2
June 8, 2005
Page 2
Original Contract Time 140 Calendar Days
Total Time
88 Calendar Days
Change Order No. 1 & FINAL represents a 9.08% decrease in the Original Contract amount.
Except as setforth hereinbefore, no conditions or covenants of the Contract are changed and/or
waived hereby.
SUBMITTED FOR APPROVAL: ACCEPTED:
LANGFORD ENGINEERING, INC.
By.
Timothy B. Hardin, P.E.
Vice President
Date —&4
APPROVED: CITY OF BAYTOWN
Bv:
Bv:
• Bv:
Director of Engineering
City Manager
City Finance Director
P. M. CONSTRUCTION & REHAB., L.P.
By:
Date o& Iz. qi Z�
Date
Date
Date
•
•
DELIVERED aN B :O 7u-g
RECAPITULATION OF QUANTITIES FOR CHANGE ORDER NO. 1 & FINAL
To: City of Baytown
From: Langford Engineering, Inc.
Date: June 8, 2005
Subject: West District Sanitary Sewer
Rehabilitation, Steinman Lift
Station Area, LEI Job No.
044 -066, Contract No. 2
E:%Current Prolll8aytownW"-C66 #2044 -066 N2 Recap
1
Job cost summary of
unit price bid items on subject
project:
,
Bid Item
Original
Installed
Differences
Number
Amount Bid
Amount
(Underrun)Overrun
1
$12,775.00
$13,608.00
$833.00
2
$7,300.00
$7,776.00
$476.00
3
$61,100.00
$81,588.00
$20,488.00
4
$54,270.00
$32,157.00
($22,113.00)
5
$12,500.00
$1,150.00
($11,350.00)
6
$161,200.00
$182,000.00
$20,800.00
7
$43,400.00
$14,770.00
($28,630.00)
8
$3,800.00
$4,370.00
$570.00
g
$15,200.00
$10,450.00
($4,750.00)
10
$20,850.00
$23,630.00
$2,780.00
11
$750.00
$975.00
$225.00
12
$11,550.00
$10,298.75
($1,251.25)
13
$36.50
$38.79
$2.29
14
$4,450.00
$5,947.00
$1,497.00
15
$21,600.00
$19,200.00
($2,400.00)
16
$625.00
$625.00
$0.00
E:%Current Prolll8aytownW"-C66 #2044 -066 N2 Recap
1
r
® Bid Item
Original
Installed
Differences
Number
Amount Bid
Amount
(Underrun)Overrun
17
$9,250.00
$9,250.00
$0.00
a.
$1,500.00
$1,500.00
$0.00
b.
$1,500.00
$0.00
($1,500.00)
C.
$1,000.00
$1,000..00
$0.00
d.
$1,000.00
$0.00
($1,000.00)
e.
$1,000.00
$0.00
($1,000.00)
f.
$1,250.00
$0.00
($1,250.00)
9.
$1,000.00
$0.00
($1,000.00)
h.
$1,250.00
$0.00
($1,250.00)
i.
$500.00
$0.00
($500.00)
j.
$3,900.00
$0.00
($3,900.00)
k.
$360.00
$0.00
($360.00)
I.
$700.00
$420.00
($280.00)
M.
$1,000.00
$0.00
($1,000.00)
n.
$2;000.00
$200.00
($1,800.00)
0.
$2,000.00
$1,200.00
($800.00)
P.
$1,000.00
$200.00
($800.00)
q.
$625.00
$0.00
($625.00)
r.
$3,000.00
$3,600.00
$600.00
S.
$1,250.00
$250.00
($1,000.00)
t.
$2,300.00
$0.00
($2,300.00
Total
$468,791.50
$426,203.54
($42,587.96)
0
E:SCwrenl Prq%Saytown%044-066 N20"-066 02 Recep
V,
•
•
Net Unit Quantity Overruns
Net Unit Quantity Underruns
Subtotal (Change'Order No. 1 Deducts /Adds)
j
Original Contract Amount
Final Contract Amount
E:1Current ProfflaytownO44-066 X21044-066 #2 Romp
Summary
K3
+ $48,271.29
($90,859.25)
-
($42,587,96)
$ 468,791.50
$426,203.54
�1-
Owner.
Contractor.
Contract Time:
Total Time:
Contract Dated:
Work Order Dated:
Completion Date:
Percent Time Used:
Percent Complete:
Current Contract:
E:K.urtem P�tp„nes1B■po„nw�.oawz.,m
Langford Engineering, Inc.
1080 West Sam Houston Parkway North, Suite 200
Houston, Texas 77043
Monthly Estimate No. 2 and Final
Job No. 044 -066, Contract No. 2
City of Baytown
West District Sanitary Sewer Rehabilitation
Steinman Lift Station Service Area
May 1, 2005
Thru
June 3, 2005
City of Baytown
2401 Market Street
Baytown, Texas 77522-0424
P M Construction & Rehab., L.P.
131 N. Richey
Pasadena, Texas 77506
DELIVERED JUN 3 0 700!
140 Calendar Days Prior Extensions: 0 Calendar Days
Extensions This Period 0 Calendar Days
140 Calendar Days Time Used: 88 Calendar Days
February 18, 2005
March 7, 2005
July 25, 2005 (Scheduled)
(Actual)
62.86%
100.00%
$426,203.54
•
E:Cu m Pmj%Esfl anas%9ayly W4.0Wn-1 3
Quantity
Quantity
Item
Bid
from Prior
This
Quantity To
Unit of
No. Description
Quantity
Estimates
Period
Date
Meas.
Unit Price
Total Amount
Base Bid
1. Cleaning 6" Through 15" Diameter
7,300
7776
0
7776
L.F.
1.75
$13,608.00
Sewer Pipe
2. Closed- Circuit Television Inspection of
7,300
7776
0
7776
L.F.
1.00
$7,776.00
6" Through 15" Diameter Sewer Pipe,
Including Inspection Reports, T.V. Logs,
and Video-Tapes
3. Pipe Bursting /Crushing with 8" H.D.P.E.
2,350
3138
0
3138
L.F.
26.00
$81,588.00
Pipe (SDR 19), (I.P.S.) for Existing 6" or
8" Diameter Sewer Pipe
4. Pipe Bursting /Crushing with 10"
1,340
794
0
794
L.F.
40.50
$32,157.00
H.D.P.E. Pipe (SDR 19), (I.P.S.) for
Existing 10" Diameter Sewer Pipe
5. Pipe Bursting /Crusting with 12"
250
23
0
23
L.F.
50.00
$1,150.00
H.D.P.E. Pipe (SD 19), (I.P.S.) for
Existing 12" Diameter Sewer Pipe
6. Pipe Bursting /Crushing with 12"
3,100
3500
0
3500
L.F.
52.00
$182,000.00
H.D.P.E. Pipe (SDR 19), (I.P.S.) for
Existing 12" Diameter Sewer with Liner,
Includes Cutting of Liner or Removal of
Liner
7. Cure -In -Place Lining for Existing 12"
620
211
0
211
L.F.
70.00
$14,770.00
Sewer Pipe with Liner, Includes
Removal of Liner, All Depths
8. 18" PVC, C905, DR -18, Sanitary
20
23
0
23
L.F.
190.00
$4,370.00
Sewer,10' - 12' Depth, Open Cut,
Includes Bedding, Backfll, and Surface
Repairs
9. 4" or 6" Diameter Short Side Sewer
32
22
0
22
L.F.
475.00
$10,450.00
Service Lead, External Connection to
Rehabilitated Sewer All Depths
10. 4" or 6" Diameter Long Side Sewer
30
34
0
34
L.F.
695.00
$23,630.00
Service Lead, External Connection to
Rehabilitated Sewer, All Depths
11. 4" or 6" Diameter Sewer Service Lead
50
0
65
65
L.F.
15.00
$975.00
Extension All Depths
12. Sanitary Sewer Manhole Rehabititation
150
133.75
01
133.75
V.F.
77.00
$10,298.75
13. Trench Safety System for 4" through 18"
3,650
3879
0
3,879
L.F.
0.01
$38.79
Pipe and Manhole Construction
14. Smoke Test of Rehabilitated Sewers to
4,450
5947
0
5,947
L.F.
1.00
$5,947.00
Verity Service Reconnection and
Condition of House Service Lead
15. Standard Cast -In -Place or Precast
9
8
0
8
Ea.
2,400.00
$19,200.00
Concrete Sanitary Sewer Manhole, 4' to
8' De th
16. Extra Depth on Cast -In -Place or Precast
5
5
0
5
V.F.
125.00
$625.00
Concrete Sanitary Sewer Manhole,
Over 8' Depth
17. Replace Existing Aerial Crossing North
1
1
0
1
L.S.
9,250.00
$9,250.00
of Steinman L.S. (B.L. Sta. 6 + 00
plus /minus) with 16" Steel Pipe,
Includes 12" HDPE Pipe Installed in 16"
Steel Pipe
Supplementary Items
a. Wet or Dry Point Repair or Obstruction
5
5
0
5
Ea.
300.00
$1,500.00
Removal, All Sizes of Sewer Pipe,
Depths Less than 8' in Unpaved Areas
E:Cu m Pmj%Esfl anas%9ayly W4.0Wn-1 3
•
•
Item
No. Description
b. Wet or Dry Point Repair or Obstruction
Removal, All Sizes of Sewer Pipe,
Depths Greater than 8' in Unpaved
Areas
C. Wet or Dry Point Repair or Obstruction
Removal, All Sizes of Sewer Pipe,
Depths Less than 8' in Paved Areas
Bid
Quanti
5
2
Quantity
from Prior
Estimates
0
2
Quantity
This
Period
0
0
Quantity To
Date
0
2
Unit of
Meas.
Ea.
Ea.
Unit Price
300.00
500.00
Total Amount
$0.00
$1,000.00
d. Wet or Dry Point Repair or Obstruction
2
0
0
0
Ea.
500.00
$0.00
Removal, All Sizes of Sewer Pipe,
Depths Greater than 8' in Unpaved
Areas
Extension of Wet or Dry Point Repair or
20
0
0
0
L.F.
50.00
$0.00
e.
Obstruction Removal, All Sizes of
Sewer Pipe, Depths Less than 8' in
Un naved Areas
f. Extension of Wet. or Dry Point Repair or
25
0
0
0
L.F.
50.00
$0.00
Obstruction Removal, All Sizes of
Sewer Pipe, Depths Greater than B' in
Unpaved Areas
Extension of Wet or Dry Point Repair or
20
0
0
0
L.F.
54.00
$0.00
g.
Obstruction Removal, All Sizes of
Sewer Pipe, Depths Less than 8' in
Paved Areas
h, Extension of Wet or Dry Point Repair or
25
0
0
0
L.F.
50.00
$0.00
Obstruction Removal, All Sizes of
Sewer Pipe, Depths Greater than 8' in
Paved Areas
i. Extra Remove and Replace Concrete
50
0
0
0
S. F.
10.40
$0.00
Sidewalk Associated with Point Repairs
(4" Thick), Outside of Limits of Point
Re o air
1, Extra Remove and Replace Asphaltic or
50
0
0
4
S.Y.
78.00
$0.00
Concrete Pavement and Base
Associated with Point Repair Outside of
Limits of Point Repair
20
0
0
0
C.Y.
18.00
$0.00
k. Extra Bank -Sand Bedding and/or
Backfill
1. Extra Class "A" Bedding or Extra
25
15
0
15
C.Y.
28.00
$A20.00
Cement - Stabilized Sand Backfill
0
0
0
C.Y.
20.00
$0.00
M. Extra A re ate Bedding
Abandonment of Point Repair, All Sizes
50
10
1
0
1
Ea.
200.00
$200.00
n.
of Sewers All Depths
10
6
0
6
Ea.
200.40
$1.200.00
o. Abandonment of Service Connection
0
1
Ea.
200.00
$200.00
p, Standard Sanitary Sewer Manhole Ring,
5
1
Installed
q, Standard Sanitary Sewer Manhole
5
0
0
0
Ea.
125.04
$4.00
Cover
Sanitary Sewer Manhole Frame
5
6
0
6
Ea.
600.00
$3,600.00
r. Sealed
and Cover
Manhole Ring Height in Paved or
5
1
0
1
Ea.
250.00
$250.00
s. Adjust
Unpaved Areas
t. Standard Drop Connection for Sanitary
2
0
0
0
Ea.
1,150.00
$0.00
Sewer Manhole, Up to 3 Foot Depth, All
Sizes
E:+CVRent PtoMsOmstesTsytown1644_05"2.4s
Work Performed to Date
$426,203.54
•Less 0% Retainage
$
-
Net Amount Earned to Date
$
426,203.54
Add: Materials Stored at Close of Period
$
-
Less 10% Retained on Hand
$
Net Materials on Hand
$
-
Subtotal
$
426,203.54
Less Previous Payments
$
404,893.36
AMOUNT DUE THIS ESTIMATE
$
21,310.18
Adjusted Contract
Original Contract Amount o $ 468,791.50
Change Order No. 1 and Final $ (42,587.96)
TOTAL CONTRACT AMOUNT $ 426,203.54
Note: ' There are no known disputes between the Contractor and Owner /Engineer Concerning the Quantities
shown hereon.
Recommended for Payment: Langford Engineering, Inc
By. ' Date: 14,0577
Accepted: P M Construction & Rehab., L.P.
By:
Approved: City of Baytown
By:
•
EXunerd ProN$Jinmtes Ssy1rn 444- "2.7ls
Date: 0042 ? z
Date: