Ordinance No. 8,88020000413 -4
ORDINANCE NO. 8880
AN ORDINANCE AUTHORIZING DEDUCT CHANGE ORDER NO. 2 WITH
HORSESHOE CONSTRUCTION, INC., TO ADJUST THE FINAL UNIT BID
QUANTITIES FOR THE THOMPSON ROAD WATER AND SEWER PROJECT;
AUTHORIZING FINAL PAYMENT OF THE SUM OF THIRTY -ONE
THOUSAND FOUR HUNDRED THIRTY -EIGHT AND 01 /100 DOLLARS
($31,438.01) TO HORSESHOE CONSTRUCTION, INC., FOR SAID PROJECT;
AND PROVIDING FOR THE EFFECTIVE DATE THEREOF.
WHEREAS, the City of Baytown contracted with Horseshoe Construction, Inc., for the
Thompson Road Water and Sewer project (the "Project "); and
WHEREAS, a deduct change order in the amount of TWO THOUSAND FOUR HUNDRED
FORTY -THREE AND 84/100 DOLLARS ($2,443.84) 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 Thompson Road Water and
Sewer project 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 Horseshoe Construction, Inc., the sum of
THIRTY -ONE THOUSAND FOUR HUNDRED THIRTY -EIGHT AND 01 /100 DOLLARS
($31,438.01); NOW THEREFORE
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF BAYTOWN, TEXAS:
Section 1: That the City Council does hereby authorize deduct Change Order No. 2 with
Horseshoe Construction, Inc., to adjust the final unit bid quantities for the Thompson Road Water
and Sewer 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.
v
20000413 -4a
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 Horseshoe Construction, Inc., in the amount of
THIRTY -ONE THOUSAND FOUR HUNDRED THIRTY -EIGHT AND 01 /100 DOLLARS
($31,438.01) 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 13th day of April, 2000.
_x� C.
PETE C. ALFAR , Mayor
ATTEST:
GARY W. ,8MITH, City Clerk
APPROVED AS TO FORM:
ACIO RAMIREZ, SR. ity Attorney
c:WyDocuments\ Council\ 99 -00\ April \ChOrd2FinalPayThompsonRd W aterSewer
0 2
Col
CITY OF BAYTOWN
Thompson Road Water and Sewer
Change Order #2
April 4,2000
This change Is for adding the removal of casing on an existing 24" Sewer line. rerouting the proposed water line under an
existing BAWA line, Installing 32 feet of 8" Augered and encased sewer line and balancing final quantities.
Total Change Order #2
17, Il aJ.eall
1. In consideration for the above change, it Is mulually agreed that the contract price is decreased $2,443.84.
2. Also, II Is mutually understood and agreed that the time of performance for all work is not Increased and
remains 75 worxlnlg days.
3. Finally, It Is understood and agreed that this change order Is a full and complete equitable adjustment and
constitutes compensation in full on behalf of the contractor for all costs and markups directly or Indirectly
attributable to the changes ordered herein, for all delays, and Impacts related thereto and for performance of
the changes within the time stated.
4. Contract Summary
Contract Award Amount $188,703.00 (Original P.O. #2001742 of 5141,527.25 plui
administrative Change Order 01 lransfering
Developer's check of $47,175.75.)
Change Order 02 (deduct) $ (2.443.54)
Amended Contract Amount $188.259.18
Contract Award Performance Duration 75
Change Order 02 (no change) 0
Amended Performance Duration 75
Horseshoe Construction, Inc Dale
Finance Director Date
EXHIBIT A
Direclor of Engineering 8 Inspection Date
City Manager Dale
Paget
-
Award
Final
Quantity
CO#1
Item
Description
Unit
Amount.
Quantity
Difference
Price
1
12" Water -Open Cut
L.F. -
1,140
- 1240.5
101
$ 33.00
$ 3,316.50
212'
Water -Augered
L.F.
409
316
-93
$ 66.00
$ 6,138.00
3
12" Gate Valves
Ea.
3
2
•1
$ 1,000.00
$ 1,000.00
4
12'x12' Tapping Sleeve w/Box
Ea.
1
1
0
$ 3,000.00
S
5
Fire Hydrant Assembly
Ea.
2
2
0
$ 1,970.00
$
6
Extra Depth Bury for Fire Hydrai
Hydra
i V. F.
5
0
-5
$ 60.00
$ 300.00
7
Waterline Trench Safety Systeir
i L.F.
50
Sol
0
$ 5.00
$
8
12' Gravity Sewer, PVC, SDR
26, Open Cut, All Depths. CIP
LF
1,545
147
-69
$ 45.00
$ (3.105.00
9
8' Gravity Sewer, Open Cut
L.F.
40
92
52
$ 45.00
$ 2,340.00
10
12' Gravity Sewer, Augered
L.F.
10
0
-10
$ 278.00
$ 2,780.00
11
12" Gravity Sewer, Augered an
Encased
L.F.
64
3
-32
$ 146.00
$ (4,672.00
-12
Manhole, 4 foot diameter
Concrete. 0.8' de th , CIP
EA
6
6
0
$ 1,400.00
$
13
Extra Depth, 4 ft. Diameter
Manhole, CIP
VF
44
46.7
3
$ 100.00
$ 275.00
U
Sanitary Sewer Plus
Ea.
2
41
2
$ 100.00
$ 200.00
15
Sanitary Sewer Trench Safety
System, CIP
LF
1,450
1561
118
$ 3.00
S 354.00
16
Well Pointing, CIP
L.F.
100
147f
1,376
$ 5.00
-S 6.680.00
17
Turl Establishment -
Hydromulch
L.F.
2,800
23
-250
$ 2.00
$ (500.00
181
Concrete Drive and Roadway
S.Y.
20
C
-20
$ 50.00
1 $ 1,000.00
19
Asphalt Drive 8 Raodw2y
S.Y.
20
C
-20
$ 40.00
S 800.00
20
Gravel, Limestone 8 Other
Driveway or Roadway
S.Y.
20
2ol
0
$ 10.00
$
21
Harris County Road Bond
L.S.
1
1
0
$ 250.00
$
22a
Extra Bank Sand
C.V.
50
-50
S 10.00
$ 500.00
22b
Extra Crushed Limestone
Bedding
C.Y.
5o
-50
$ 25.00
$ (1,250.00
22c
Extra Cement Stabilized Sand
Tons
5
-5
S 20.00
$ 100.00
22dj
Extra Gass A Concrete
C.V.
20
-20
$ 100.00
$ 2.000.00
22e
Extra Reinforcing Steel
Lbs 1
1.000
•1,000
$ 1.00
$ 1,000.00
Change Order 02
23
Remove Casing C 24" Sewer
on 110 Feeder
L.S.
01
11
1
S 880.04
S 880.04
24
Re -route water line under
BAWA line
L.S.
0
1
1
$ 3,847.62
$ 3,847.62
25
8' Sewer - Augered and
encased
L.F.
0
32
32
$ 144.00
S 4,808.00
Total Change Order #2
17, Il aJ.eall
1. In consideration for the above change, it Is mulually agreed that the contract price is decreased $2,443.84.
2. Also, II Is mutually understood and agreed that the time of performance for all work is not Increased and
remains 75 worxlnlg days.
3. Finally, It Is understood and agreed that this change order Is a full and complete equitable adjustment and
constitutes compensation in full on behalf of the contractor for all costs and markups directly or Indirectly
attributable to the changes ordered herein, for all delays, and Impacts related thereto and for performance of
the changes within the time stated.
4. Contract Summary
Contract Award Amount $188,703.00 (Original P.O. #2001742 of 5141,527.25 plui
administrative Change Order 01 lransfering
Developer's check of $47,175.75.)
Change Order 02 (deduct) $ (2.443.54)
Amended Contract Amount $188.259.18
Contract Award Performance Duration 75
Change Order 02 (no change) 0
Amended Performance Duration 75
Horseshoe Construction, Inc Dale
Finance Director Date
EXHIBIT A
Direclor of Engineering 8 Inspection Date
City Manager Dale
Paget
CITY OF BAYTOWN
Project: Thompson Road Water and Sewer
Horseshoe Construction, Inc
7014 Spencer Highway
Pasadena, Texas 77505
Pay Estimate No. 3 (flnal) through 312312000
Total Time Allowed: 75 Working Days
Total Time Used: 49 Days
Horseshoe Construction, Inc Date
Contract Summary:
Original Contract Amount $ 188,703.00
Change Orders $ (2,443.84)
Current Contract Amount $ 186,259.16
pe3final
Director of Engineering & Inspections Date
Est.
P.E.1
P.E.2
P.E. 3
Total
Unit
Project Cost
Item
Description
Unit.
Quant.
Quantities
Quantities
Quantities
Quantities
I Price
To Date
1
12' Water -Open Cut
L.F.
1,140
0
1240.5
0
1240.5
S 33.00
$ 40,936.50
2
12' Water - Augered
L.F.
409
0
316
0
316
$ 66.00
$ 20,856.00
3
12' Gate Valves
Ea.
3
0
2
0
2
$ 1,000.00
$ 2,000.00
4
12'x12' Tapping Sleeve w /Box
Ea.
1
0
1
0
1$
3,000.00
$ 3,000.00
5
Fire Hydrant Assembly
Ea.
21
0
2
0
2$
1,970.00
1 $ 3,940.00
6
Extra Depth Bu for Fire Hydrants
V.F.
5
0
0
0
0
$ 60.00
$ -
7
Waterline Trench Safety S stetm
L.F.
50
0
50
0
50
S 5.00
$ 250.00
8
12' Gravity Sewer, PVC, SDR 26, Open Cut,
All Depths, CIP
LF
1,545
847
629
0
1475
$ 45.00
$ 66,420.00
9
8' Gravity Sewer, Open Cut
'L.F.
40
0
92
0
92
$ 45.00
$ 4,140.00
10
12" Gravity Sewer, Augered
L.F.
10
0
0
0
0
$ 278.00
$
11
12' Gravity Sewer, Augered and Encased
L.F.
64
0
32
0
32
$ 146.00
$ 4,672.00
12
Manhole, 4 foot diameter Concrete, (0-8'
depth), CIP
EA
8
3
3
0
6
$ 1,400.00
$ 8,400.00
13
Extra Depth, 4 ft. Diameter Manhole, CIP
VF
441
25
21.75
0
46.75
$ 100.00
$ 4,675.00
14
Sanitary Sewer Plugs
Ea.
2
0
4
0
4
$ 100.00
$ 400.00
15
Sanitary Sewer Trench Safety System, CIP
LF
1,450
847
721
0
1568
S 3.00
S 4,704.00
16
Well Pointing, CIP
L.F.
100
647
629
01
1476
$ 5.00
$ 7,380.00
17
Turf Establishment - Hydromulch
L.F.
2,600
0
0
23501
2350
S 2.00
$ 4,700.00
18
Concrete Drive and Roadway
S.Y. _
20
0
0
0
0
$ 50.00
$
19
Asphalt Drive & Raodway
S.Y.
20
0
0
0
0
$ 40.00
$
20
Gravel, Limestone & Other Driveway or
S.Y.
20
0
0
20
20
$ 10.00
$ 200.00
21
Harris County Road Bond
L.S.
1
1
0
0
1
$ 250.00
$ 250.00
22a
Extra Bank Sand
C.Y.
501
0
0
0
0
$ 10.00
$
22b
Extra Crushed Limestone Bedding
C.Y.
50
0
0
0
0
$ 25.00
$
22c
Extra Cement Stabilized Sand
Tons
5
0
0
0
0
$ 20.00
$
22d
Extra Class A Concrete
C.Y.
20
0
0
0
0
$ 100.00
S
22e
Extra Reinforcing Steel
Lbs
1.000
0
0
0
0
S 1.00
$
C.O. 1
23
Remove Casing @ 24' Sewer on 110 Feeder
L.S.
1
0
0
1
1
$ 880.04
$ 880.04
24
Re -route water line under BAWA line
L.S.
1
0
0
1
1
S 3,847.62
$ 3,847.62
25
8' Sewer - Augered and encased
L.F.
321
0
0
32
32
$ 144.00
$ 4,608.00
Total to Date
S 186,259.16
Less 0% Retalnage
t
_
$
Less Total Previous Payments P.E. #1 & #2)
°. -w
$ 154,821.15)
Total Due This Estimate
�.
- -_: __
tr'M 1a
k. WAC-
:mot _-
S 31,438.01
Horseshoe Construction, Inc Date
Contract Summary:
Original Contract Amount $ 188,703.00
Change Orders $ (2,443.84)
Current Contract Amount $ 186,259.16
pe3final
Director of Engineering & Inspections Date