R-06-07-13-14D1 - 7/13/2006RESOLUTION NO. R -06-07-13-14D1
WHEREAS, the City of Round Rock has previously entered into a
contract ("Contract") with Cash Construction Company, Ltd. for the Red
Bud Lane (CR 122) Street Improvements Project and the East Water
Transmission Line Phase 3-A Project, and
WHEREAS, the Council has determined that it is necessary to make
changes to the quantity of work to be performed or materials,
equipment, or supplies to be provided, and
WHEREAS, it has been determined that it is necessary to change
said Contract in accordance with the attached Contract Change Order No.
5, Now Therefore
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS,
That the Mayor is hereby authorized and directed to execute on
behalf of the City Contract Change Order No. 5 to the Contract with
Cash Construction Company, Ltd., a copy of said change order being
attached hereto as Exhibit "A" and incorporated herein for all
purposes.
The City Council hereby finds and declares that written notice of
the date, hour, place and subject of the meeting at which this
Resolution was adopted was posted and that such meeting was open to the
public as required by law at all times during which this Resolution and
the subject matter hereof were discussed, considered and formally acted
upon, all as required by the Open Meetings Act, Chapter 551, Texas
Government Code, as amended.
RESOLVED this 13th day of July, 2006.
@PFDesktop\::ODMA/WORLDOX/O: /wdox/RESOLUTI/R60713D1.WPD/rmc
ATTEST:
Mayor PRO -rem ALAN MC 6QAw
City of Round Rock, Texas
Oblit6u) Yath .
CHRISTINE R. MARTINEZ, City Secre(ry
2
CITY OF ROUND ROCK
CONSTRUCTION CHANGE ORDER FORM
PROJECT: CR 122 STREET IMPROVEMENTS
PHASE 1 & II/EAST WATER TRANSMISSION MAIN, PHASE 3-A
MANAGING DE DEPARTMENT OF PUBLIC WORKS
JOB NO. 0601-2-058-27
In consideration of the Change Order agreed to herein as complete equitable adjustments and full and final payment
for the Contractors additional work, the Contractor hereby releases the Owner from any and all liability under this contract
for further equitable adjustments, including additional time for performance, attributable to such facts or circumstances
giving rise to the proposal for adjustment.
PAGE:
1
DATE: 5/8/2006
CHANGE ORDER NO.: 5
ITEM FND AGY ORG
NO. (Funding Source)
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
ADDED
DAYS
AMOUNT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
CPR 4/25/06
Tum Lane Re -Striping (CPR 4/25/06)
Manville Relocate @ 41+00 Box Culverts (CPR 4/25/06)
SBC Sleeves @ 41+00 Box Culvert (CPR 4/25/06)
Curb & Gutter (CPR 4/25/06)
Quantity Changes
LS
LS
LS
LF
SY
SY
SY
SY
SY
LF
LF
LF
EA
EA
EA
EA
LF
LF
LF
SY
SY
SY
EA
LF
LF
LF
EA
EA
EA
EA
EA
LS
LF
1
1
1
812$14.00
-5,945
-14,025($75,735.00)
-236
-125
-48
-103
-30
-84
-2($2000.00)
-4($2,200.00)
-2
-2
-1,594
-320
-3,480
3,401
14,025
5,431
3
1,112
176
24
1
3
1
1
1
1
1,312
$975.20
$21,260.00
58,049.35
$4.40
$5.40
$80.00
$22.00
522.00
$53.00
$62.00
5400.00 400.00
5550.00
$760.00
$ .00
11
$11 00
$
$$2.00
$2.00
$12.00
$9.00
52.73
$575.00
$94.00
546.00
990.00
$8,990.00
$5,250.00
$1,772.00
5772.00
$,892.00
518,192.00
51.05
5.0
2.0
4.0
14.0
38.0
$975.20
521,260.00
58,049.35
$11,368.00
( (56,608.00)
(22,500.00)
( (52,056.00)
($5,459.00)
($5,459.00)
6.00)
($(56 8,210.00)
($520.00)
1$
($7,534.00)
($13,200.00)
($6,960.00)
(40,812.00)
$40,812.00
$ $24,826.63
$14,826.63
51,725.00
$159,504.00
51
,,104.00
$890.00
$8,9990.00
$51,000.00
$ 772.00
5772.00
$8,192.00
$$
1,377.60
$1,377.60
8" Lime Stabilization (Ph.2 Quantity Delete)
HMAC, 2 1/2' TY C (Ph .2 Quantity Delete)
CONCRETE RIPRAP (FLAT) (5") (Ph. 2 Quantity Delete)
ROCK RIPRAP (GROUTED) (12" DIA.) (Ph.2 Quantity Delete)
CONCRETE CAP (5") (Ph.2 Quantity Delete)
CMAP, 21" X 15" (Ph.2 Quantity Delete)
CMAP, 24" X 18" (Ph.2 Quantity Delete)
CMAP, 28" X 20" (Ph.2 Quantity Delete)
SAFETY END TREATMENT, 21' X 15" (Ph.2 Quantity Delete)
SAFETY END TREATMENT, 2-21"X 15" (Ph.2 Quantity Delete)
SAFETY END TREATMENT, 24" X 18" (Ph.2 Quantity Delete)
SAFETY END TREATMENT, 2-28" X 20" (PH. 2 Quantity Delete)
GRASS LINED SWALE, V -SHAPED (Ph.2 Quantity Delete)
6' FLAT BOTTOM CHANNEL(Ph.2 Quantity Delete)
TEMPORARY SEDIMENTATION FENCE (Ph.2 Quantity Delete)
12" Flex Base (Ph.2 Quantity Add)
HMAC, 4" Overlay TY C (Ph.2 Quantity Add)
Extra Depth Base - 3" Flex Base (Ph.2)
Move Gas Services (Ph.2)
36" Storm Revision at Forest Bluff
36" CL III RCP (Ph.1 - 36" Storm Revision)
24" CL III RCP (Ph.1 - 36" Storm Revision)
18" CL III RCP (Ph.1 -36" StormRevision)
6'x6' CIP Junction Box (sta. 14+22) (Ph.1 - 36" Stone Revision)
5'x5' Junction Box (Ph.1 - 36" Storm Revision)
2'x2' Area Inlet (Ph.1 - 36" Storm Revision)
Re5move Headwall (Ph.1 - 36"Storm Revision)
8x10 12" Min Rock Rip Rap (Ph.1 - 36" Storm Revision)
Clearing (Ph.1 - 36" Storm Revision)
Staking (Ph.1 - 36" Stone Revision)
�C.:7
GIM/O SUBTOTAL THIS PAGE
J us. SUBTOTAL OTHER
63.0
$209,587.78
PAGES
CONTRACTOR DATE COMBINED TOTAL
0.0
$0.00
63.0
$209,587.78
CONSTRUCTION INSPECTOR
DATE
PROJECT ENGINEER
DATE
City or Round Rock DATE
THIS
CHANGE ORDER
6.83%
PREVIOUS
CHANGE ORDER(S) 4.47%
CHANGE ORDER(S)
TO DATE
EXHIBIT
5209,587.78
5137,252.34
11.30% 5346,840.12
ORIGINAL CONTRACT PRICE 53,070,433.00
ORIGINAL CONTRACT PRICE
PLUS CHANGE ORDER(S) $3,417,273.12
CR 123
vs
N
N
r
V
Z
J
m
0
W
ATTIS SCHOO RD
Red Bud Lane Phases 1 & 2
DATE: July 6, 2006
SUBJECT: City Council Meeting - July 13, 2006
ITEM: 14.D.1. Consider a resolution authorizing the Mayor to execute Change
Order #5 with Cash Construction for Red Bud (CR 122) Street
Improvements.
Department: Transportation Services
Staff Person: Thomas G. Martin, P. E., Director of Transportation Services
Justification:
On the Red Bud Lane reconstruction project many unforeseen circumstances arose that had
to be dealt with in order to keep the project moving forward. Among those were utility
conflicts, repairs at relocates of Manville waterline, relocation at existing gas meters,
modifications of existing driveways to accommodate grade changes and re -design and
installation of 36 -in storm sewer line.
Funding:
Cost: $209,587.78
Source of Funds: 4B -RR Transportation Development Corporation
Outside Resources: Cash Construction
Background Information:
Red Bud Lane Improvements were designed by Backer-Aicklen & Associates Engineering,
based on a professional services contract approved by the City Council on January 26, 2006.
Description
Dollar Amount
% Change
Original Contract Amount:
$3,070,433.00
Previous Change Order #4 & Amount:
$137,252.34
4.47%
Revised Contract Amount:
$ 3,207,685.34
This Change Order #5:
$209,587.78
6.83%
New Contract Amount:
$3,417,273.12
11.30%
EXECUTED
DOCUMENT
FOLLOWS
:CITYOF::ROUND MO#C, CONSTRIJCTION.0 ANGEORDEI :FORM<
PROJECT: CR 122 STREET IMPROVEMENTS
PHASE I & WEAST WATER TRANSMISSION MAIN, PHASE 3-A
MANAGING DE DEPARTMENT OF PUBLIC WORKS
JOB NO. 0601-2-058-27
In consideration of the Change Order agreed to herein as complete equitable adjustments and full and final payment
for the Contractors additional work, the Contractor hereby releases the Owner from any and all liability under this contract
for further equitable adjustments, including additional time for performance, attributable to such facts or circumstances
giving rise to the proposal for adjustment.
ITEM
NO.
FND AGY ORG
(Funding Source)
PAGE: 1
DATE: 5/8/2006
CHANGE ORDER NO.: 5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
DESCRIPTION
CPR 4/25/06
Tum Lane Re -Striping (CPR 4/25/06)
Manville Relocate @ 41+00 Box Culverts (CPR 4/25/06)
SBC Sleeves Q 41+00 Box Culvert (CPR 4/25/06)
Curb & Gutter (CPR 4/25/06)
Quantity Changes
8" Lime Stabilization (Ph.2 Quantity Delete)
HMAC, 2 1/2" TY C (Ph .2 Quantity Delete)
CONCRETE RIPRAP (FLAT) (5") (Ph. 2 Quantity Delete)
ROCK RIPRAP (GROUTED) (12" DIA.) (Ph.2 Quantity Delete)
CONCRETE CAP (5") (Ph.2 Quantity Delete)
CMAP, 21" X 15' (Ph.2 Quantity Delete)
CMAP, 24' X 18" (Ph.2 Quantity Delete)
CMAP, 28" X 20" (Ph.2 Quantity Delete)
SAFETY END TREATMENT, 21" X 15" (Ph.2 Quantity Delete)
SAFETY END TREATMENT, 2-21"X 15" (Ph2 Quantity Delete)
SAFETY END TREATMENT, 24' X 18' (Ph.2 Quantity Delete)
SAFETY END TREATMENT, 2-26" X 20' (PH. 2 Quantity Delete)
GRASS LINED SWALE, V -SHAPED (Ph.2 Quantity Delete)
6' FLAT BOTTOM CHANNEL(Ph.2 Quantity Delete)
TEMPORARY SEDIMENTATION FENCE (Ph.2 Quantity Delete)
1r Flex Base (Ph.2 Quantity Add)
HMAC, 4" Overlay TY C (Ph.2 Quantity Add)
Extra Depth Base - 3" Flex Base (Ph.2)
Move Gas Services (Ph.2)
36" Storm Revision at Forest Bluff
36' CL 111 RCP (Ph.1 - 36' Storm Revision)
24" CL III RCP (Ph.1 - 36' Storm Revision)
18' CL III RCP (Ph.1 - 36' Storm Revision)
6'x6' CIP Junction Box (sta. 14+22) (Ph.1 - 36" Storm Revision)
5'x5' Junction Box (Ph.1 - 36' Storm Revision)
2'x2' Area Inlet (Ph.1 - 36" Storm Revision)
Remove Headwall (Ph.1 - 36" Stam Revision)
8x10 12" Mn Rock Rip Rap (Ph.1 - 36" Stonn Revision)
Clearing (Ph.1 - 36" Storm Revision)
Staking (Ph.1 - 36' Stonn Revision)
UNIT
QUANTITY
UNIT PRICE
ADDED '
DAYS
AMOUNT
/ / SUBTOTAL THIS PAGE
f `0-( SUBTOTAL OTHER PAGES
CONTRACTOR DATE COMBINED TOTAL
LS
LS
LS
LF
SY
SY
SY
SY
SY
LF
LF
LF
EA
EA
EA
EA
LF
LF
LF
SY
SY
SY
EA
LF
LF
LF
EA
EA
EA
EA
EA
LS
LF
1
1
1
812
-5,945
-14,025
-236
-125
-48
-103
-30
-84
-2
-4
-2
-2
-1,594
-320
-3,480
3,401
14,025
5,431
3
1,112
176
24
1
3
1
1
1
1
1,312
5975.20
521,260.00
$8,049.35
514.00
$4.40
55.40
528.00
5180.00
522.00
553.00
562.00
574.00
$400.00
5550.00
5470.00
$760.00
511.00
510.00
$2.00
512.00
59.00
52.73
$575.00
$94.00
554.00
546.00
58,990.00
55,250.00
51,000.00
5772.00
51,875.00
518,192.00
51.05
5.0
2.0
4.0
14.0
38.0
5975.20
521,260.00
58,049.35
511,368.00
($26,158.00)
($75,735.00)
(56,608.00)
(522,500.00)
(51,056.00)
(55,459.00)
(51,860.00)
(56,216.00)
(5800.00)
(52,200.00)
(5940.00)
(51,520.00)
($17,534.00)
(53,200.00)
($6,960.00)
$40,812.00
5126,225.00
514,826.63
51,725.00
5104,528.00
59,504.00
51,104.00
58,990.00
515,750.00
51,000.00
5772.00
51,875.00
518,192.00
$1,377.60
63.0
5209,587.78
0.0
50.00
63.0
5209,587.78
THIS
CONSTRUCTION INSPECTOR DATE CHANGE ORDER 6.83% 5209,587.78
PROJECTNGINEER
DATE
112/ 743.
City of Round ock DATE
&AA) Im@6eA�, IMAyoR P.00 -76m
R-1042-07-/3 -' m
PREVIOUS
CHANGE ORDER(S) 4.47% 5137,252.34
CHANGE ORDER(S)
TO DATE
11.30% 5346,840.12
ORIGINAL CONTRACT PRICE 53,070,433.00
ORIGINAL CONTRACT PRICE
PLUS CHANGE ORDER(S) $3,417,273.12