HomeMy WebLinkAboutWhillock Contracting Inc. Paradise Creek Park Site Remediation and Improvements, CIP No. 18-07 - Change Orders #7 and 15 - 2019- CALIFORNIA --
NATIONAL Ciry
INCORPORATED
PARADISE CREEK PARK SITE REMEDIATION & IMPROVEMENTS CHANGE ORDER NO. 7
CIP NO. 18-07 July 23, 2019
Contractor: Whillock Contracting Inc.
PO Box 2322
La Mesa, CA 91943
This Change Order modifies Contractor's and the City's obligations and rights under the
abovementioned contract. This change order is not effective until approved by the City.
Time adjustment:
Zero (0) working days are added to contract time.
Cost of Change Order:
The City and the Contractor agree that the contractor shall clear and grub the slope $10,380.67
adjacent to the head wall on 22nd street at Paradise Creek, furnish and install fence
posts, 8-foot wide galvanized double swing chin link gates and approximately 120
LF of galvanized chain link fence per attached SDRSD M-5, M-6, and M-20. The
agreed upon price for clearing/grubbing, procuring and installing fence posts, gates
and chain link fence is a total lump sum price of $10,380.67.
Total Cost of Change Order
$10,380.67
Iommended by Project Manager:
Date: iZy1ri
By signing this Change Order the Contra t r confirms that he/she is completely familiar with and has fairly
negotiated its price, terms and conditions. If this Change Order is approved, Contractor will provide all of the
equipment, materials and labor necessary to provide a complete work as described above at that the price
stated herein. Contractor confirms that the price is fair and complete and represents all costs associated with
the work, including but not limited to all equipment, materials, labor, supervision, overhead, fees, bonds,
insurance, profit, etc. and that there will be no further compensation. All of the terms and conditions of the
original contract documents are incorporated herein. The signer for the Contractor confirms that he/she is
authorized to bind the Contractor to this Change Order.
Date: 7 Z / �/
. / 9
Agreed and Accepted by Contractor:
(Print Name and Title)
Approved by City Engineer: i
Date: 7 /zit i
Approved by City Manager:
(Required for change orders $25,000 and above)
Date:
CALIFORNIA -<+
INCORPORATED
PARADISE CREEK PARK SITE REMEDIATION & IMPROVEMENTS CHANGE ORDER NO. 7
CIP NO. 18-07
DATE: July 16, 2019
WORK PERFORMED BY: Whillock Contracting
DESCRIPTION OF WORK: Clearing and Grubbing of Slope between 22nd Street and Paradise Creek
Procuring/Installing Chain link Gate, Fence Post & Approx. 120 LF
of Chain Link Fence
ACCOUNTING FOR TIME, MATERIALS, AND EQUIPMENT
LABOR
Unit
Qty
Wage
Total
1)
2)
3)
Labor
Driver
Operator - PC88
HR
HR
HR
16.00
2.00
8.00
52.94
35.00
74.90
847.04
70.00
599.20
$ 1,516.24
Sub -Total Labor:
Labor Burden (27.02%):
Labor Markup (20%):
TOTAL LABOR:
$ 409.69
$ 385.19
$ 2,311.12
MATERIALS
Unit
Qty
Rate
Total
1)
Dump Fees - Greens
LS
1.00
250.00
250.00
$ 250.00
Sub -Total Materials:
Taxes (8.5)
Materials Markup (15%):
TOTAL MATERIALS:
$ 37.50
287.50
EQUIPMENT
Unit
Qty
Rate
Total
1)
2)
Ten Wheeler
PC88
HR
HR
2.00
8.00
71.65
65.80
143.30
526.40
$ 669.70
$ 100.46
SUB TOTAL:
$
770.16
$ 3,368.78
SUBCONTRACTOR
Unit
Qty
Rate
Total
1)
Legend Fence
LS
1.00
6,678.00
Sub -total Subcontractor:
Prime Contractor Markup (5%):
6,678.00
$ 6,678.00
$ 333.90
TOTAL SUBCONTRACTOR:
$ 7,011.90
GRAND TOTAL:
$ 10,380.67
Attachment B - Cost Breakdown
Sub -Total Equipment:
Equipment Markup (15%):
TOTAL EQUIPMENT:
CALIFORNIA
NAMONAL CITY
me,o o ATE
PARADISE CREEK PARK SITE REMEDIATION & IMPROVEMENTS CHANGE ORDER NO. 7
CIP NO. 18-07
DATE: July 16, 2019
WORK PERFORMED BY: Whillock Contracting
DESCRIPTION OF WORK: Clearing and Grubbing of Slope between 22nd Street and Paradise Creek
Procuring/Installing Chain link Gate, Fence Post & Approx. 120 LF
of Chain Link Fence
ACCOUNTING FOR TIME, MATERIALS, AND EQUIPMENT
LABOR
1)
Labor
Unit
HR
Qty
16.00
Wage
52.94
Total
847.04
2)
Driver
HR
2.00
35.00
70.00
3)
Operator - PC88
HR
8.00
74.90
599.20
Sub -Total Labor:
Labor Burden (27.02%):
Labor Markup (20%):
TOTAL LABOR:
$ 409.69
$ 385.19
$ 2,311.12
MATERIALS
Unit
Qty
Rate
Total
Dump Fees Greens
LS
1.00
250.00
250.00
Sub -Total Materials:
Taxes (8.5)
Materials Markup (15%):
TOTAL MATERIALS:
$ 37.50
EQUIPMENT
Unit
Qty
Rate
Total
1)
2)
Ten Wheeler
PC88
HR
HR
2.00
8.00
71.65
65.80
143.30
526.40
Sub -Total Equipment:
Equipment Markup (15%):
TOTAL EQUIPMENT:
$ 669.70
$ 100.46
SUB TOTAL:
$ 287.50
770.16
$ 3,368.78
SUBCONTRACTOR
Unit
Qty
Rate
Total
1)
Legend Fence
LS
1.00
6,678.00
6,678.00
Sub -total Subcontractor:
Prime Contractor Markup (5%):
$ 6,678.00
$ 333.90
TOTAL SUBCONTRACTOR:
$ 7,011.90
GRAND TOTAL:
$ 250.00
$ 1,516.24
Attachment B - Cost Breakdown
3559 Vista Ave.
Lemon Grove, CA 91945
(619) 282-6000 fax (619) 282-6001
TO: Whillock Contracting
ATTN. Chris Moore
(619)985-8437 Cell
(619)579-0700 Office
(619)579-0955 Fax
chris a(..whillockcontractinq.com
PROJ: 22nd and Wilson Ave National City CA 91950
California License # 787570
Class C-13, Exp. 11/30/18
DBE #238990 SBE # 61382 MBE # 238990
D.I.R. # 1000001232 EXP. 6/30/19
DATE: 7/10/2019
Legend Fence, a non -signatory company, proposes to furnish and install the following items. Please note exclusions.
Our standard insurance is $ 2 million aggregate, $ 1 million auto and worker's compensation.
SCOPE OF WORK
Provide Material & Labor to Install the Following:
1) Install 115' of 6'H Galvanized Chain Link Fence (approx. 56' of fence to be installed on top of existing
concrete wall)
2) Install 107' of 6'H Galvanized Chain Link Fence
3) Install (1) 6'h X 8'W Custom Galvanized Double Swing Chain Link Gates at center of existing concrete wall
4) Core drill to install (6) posts, the rest to be set in ground
Material Specifications:
• 72" 9GA (2" Mesh) KT Chain Link Fabric
• 1 5/8" Top Rail SCH40
• 1 7/8" Line Posts SCH40
• 2 3/8" Terminal Posts SCH40
• 6' Tension Bars
• 9GA Tension Wire
• Concrete and Hardware
Total Price: $3,700.00 (Labor)
Total Price: $2,978.00 (Material)
Total Price: $6,678.00
Sample Fence and Design
-
Exclusions: Unless Otherwise Specified in Scope of Work
* Grading, staking * Rental fence * Knox boxes, locks
* Clearing * Handrails * Marking or repair of
* Grounding * Bollards underground utilities
* Bonds, permits * Signage * Any and all electrical
* Removal of Existing Fence
-
* Metal embeds
* Mow strips or other concrete
flatwork other than postholes
* Panic hardware (supply or install)
Addenda Noted: We will try to match customers requested design as close as possible.
PREVAILING WAGES DOES NOT APPLY
This job is bid with 1 mobilization. Additional mobilizations will be charged at $750.00 each.
Due to volatility in the steel industry this quotation is only good for 7 days. Please call me with any questions.
Ramiro Rodriguez / Project Manager / /
Cell: (619) 867-5920 ramiro@legendfencecorp.com
Page 1 of 2
Signature of Approval
Date
Distance between gate posts is gate length shown on plans
Fittings
Repeat
opposite
side
« — S re
Bar
Gate
Frame
Length of gate leaf
Truss Intermediate
Rods Member
Truss
Rods
Post Top
Gate Post
!♦♦i♦:'♦♦i♦i♦i♦i��iiii ':"♦iiioi.rii:•! •urj% ♦�♦�♦�
♦♦♦♦i♦v♦♦♦♦i�'♦♦ii�;•ii♦iiii4'i♦i♦ 0.4*•..
►♦i♦i♦i♦•!♦♦i♦i♦�'�i♦i♦i♦i�:�;♦♦i♦i♦i!o''♦♦i♦i♦ ';04
�•-
♦♦♦♦♦�G'♦♦♦♦♦♦♦♦♦iT0a��♦♦♦♦♦♦♦♦♦♦♦♦�i�'♦♦♦♦♦♦♦♦♦�S��
�♦♦jai ♦ ♦ ♦ ♦♦♦♦♦���#♦♦♦4♦♦♦♦�i Galy. Chain —link, *
,„i Fastener ♦♦��♦,0♦♦♦ ♦♦��� 2 ♦��♦ ♦♦♦♦♦♦♦♦
•••••♦♦♦♦♦♦♦0_ 4T06 _4 mesh, 9 ga. ����A.MI\ ♦4./1
Plunger Bar
Gate Stop
Same as
fence height
Roadway or ground
10" diameter stop footing
Omit if roadway is concrete
HALF ELEVATION DOUBLE SWING GATE
NOTES
1. All footings shall be 520—C-2500 concrete.
2. The following items shall be furnished and installed only
when shown on the plans and/or called for in the
special provisions: a. Barbed wire
b. Extension post
3. Chain link fence shall conform to Section 206-6 of
the Standard Specification for Public Works
Construction unless specifically noted on this drawing.
Truss Panel
Lock type
fork latch
EXTENSION POST AND BARBED WIRE
CDiameter of footing = 4
times outside diameter
of post.
/Clear opening
shown on
plans.
3' to 6' I Gate Post
2"
Tie
fabric
top and
frame
with 11
gage
wire.
12" min. dia.
WALK GATE
3/8" dia.
tension rod &
tightener for
gates over 3'.
LEGEND ON PLANS
—.--co. .0.
Revision
By
Approved
Date
ORIGINAL
A.Kercheval
12/75
SAN DIEGO REGIONAL STANDARD DRAWING
Delete Metric
D. Gerschoffer
05/12
Reviewed
D. Gerschoffer
12/15
Reviewed
D. Gerschoffer
10/18
CHAIN LINK GATE
RECOMMENDED BY THE SAN DIEGO
REGIONAL STANDARDS COMMITTEE
vo/2s/zof
Cha)erson R.C.E. 19246 Date
DRAWING
NUMBER M-05
Line
Post
10' max.
Footing
2"
10' max.
Line post with
gals. cap
xxxxx
►_� e� w • Iv. Chain —link 2" mesh
P�.'i �.'i' Remiorcl n I enslon wire 'i'i'i'i'i •'i'i'i'i'i'i'i.':'!'i'i'i
Crown for drainage
Ground Line
Depth = 2'-6" for
fence height of 5' or
under. Depth = 3'-0"
far fence height of over 5'.
NOTES
1. All footings shall be 520—C-2500 concrete.
2. The following items shall be fumished and installed only when
shown on the plans and/or called for in the special provisions.
a. Barbed Wire
b. Extension Arm
c. Top Horizontal Rail
3. Chain link fence shall conform to Section 206-6 of the
Standard Specifications for Public Works Construction
unless specifically noted on this drawing.
4. See Standard Drawing M-20 for additional details.
Diameter of footing = 4 times
outside diameter of post.
Corner or
End Post
— Fastener
zrnvriw»
Footing
L 2"
EXTENSION ARM AND BARBED WIRE
LEGEND ON PLANS
O x x x O
Revision
By
Approved
Date
ORIGINAL
A.Kercheval
12/75
SAN DIEGO REGIONAL STANDARD DRAWING
Delete Metric
D. Gerschoffer
05/12
Reviewed
D. Gerschoffer
12/15
Reviewed
D. Gerschoffer
10/18
CHAIN LINK FENCE
RECOMMENDED BY THE SAN DIEGO
REGIONAL STANDARDS COMMITTEE
Cha)rp'erson R.C.E. 19246 Dote
10�25/'oit
DRAWING M - 06
NUMBER
Line Post
END AND CORNER
POST ASSEMBLY
Horizontal brace with truss rod may be used
as an alternate to a diagonal brace.
Diagonal Brace
Tension Wires
Line posts at 1000'max. intervals braced
and trussed in both directions.
Gate post
Horizontal brace with
3/8* steel truss
rods.
LINE POST BRACING
Gate
Length as specified
8' Max. Vertical
Gate panel
stay
Portland cement
concrete
10'
gailw
Tension Wires
Portland cement
concrete
1'
Latch post
Diagonal brace or horizontal
brace with truss rods
2' Clr.
GATE ASSEMBLY
10'
Revision
ORIGINAL
Revised
By
Approved
Kercheval
D. Gerschoffer
Date
12/75
09/15
Reviewed
D. Gerschoffer
10/18
SAN DIEGO REGIONAL STANDARD DRAWING
CHAIN LINK FENCE
DETAILS
RECOMMENDED BY THE SAN DIEGO
REGIONAL STANDARDS COMMITTEE
Chay�erson R.C.E. 19246 Date
10�15/1018
DRAWING M-20
NUMBER
ad By. Stave Dodge August
SURVEYOR: NV5 INC.
CONSTRUCTION RECORDS
0
w
0
0
10
0
0
0
48
m
h
N
Of
1p
N
W
S
OI
a
0
O
U TI LI TYIJEPAB_TMEN TS
10
N
ELECTRIC, MIKE WONG
AT&T SUBSTRUCTURES, FRED KRUSE
SWEETWATER AUTHORITY, FRANCISCO MONTIJO
0
3
W
a
3
0
a
ENGINEERING DEPARTMENT
0
5
a
` J
1
0
N.
IT
DIAL 1 `0A7 AOfIKINi
BEFORE /IOAYS BEFORE
YOU DIG ty� YOU DIG
TOLL FREE 1-800-227-2600
A PUBUC SERVICE BY
UNDERGROUND SERVICE ALERT
�?6
}
WILSON AVE
GRAPHIC 2� 40
SCALE 1.= 20'
\22n
SEE SHEET 17
rf = i41&.. Att
mmillfgaw
v /
w�11 ► �'��1i7iii��,��
ore fence posts
into ex sting
headwall as
needed.
Install approximately 120 LF
f SDRSD M-6 6' tall chain
T. \ \ \ link fence.
o �
Asph.
/
Perimeter Fencing Exhibit
DECLARATION OF RESPONSIBLE CHARGE
I HEREBY DE0ARF TINT I AM TIE O101EFT OF WORK
FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE
CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFIED
N SECTION 6703 OF TIE BUSINESS AND PNOFFSLONAL
CODE, AND TNT TIE DESIGN 5 CONSISTENT KITH
CURRENT STANDARDS.
I UNDERSTAND THAT THE CHEEK OF THESE PROJECT
DRAWINGS NO TIONAL
CM IS CONFINED SPECIFICATIONS
ONLY MO DOGES ND
RELEVE ME AS ENGINEER OF BORN OF MY
RESPONSIBUTIES FOR THE PROJECT DESIGN.
0
PARADISE CREEK PARK SITE REMEDNTION AND
IMPROVEMENTS, CIP No. 18-07
IMPACTED SOIL GRADING. SOUTH
Wll OF NATIONAL Cll l
ON BEHALF Of THE are OF RATgWL CITY, AS THE D6IGNEE a
THE CRY ENGINEER, I HAVE REVIEWED THESE PLAN AND BY SIGNING
BELOW HAVE OEIERNINED 1I1AT THESE PANS ARE CONSISTENT rani
PREYNUNC ENGINFFOIIC 061CN STANDARDS AND PRINCIPLES
ORDINARILY EXERCISED BY PROFESSKINAL ENGINEERS PRACTICING
UNDER SIMILAR CIRCUMSTANCES.
ROBERTD YNQ FCC 56792
DEPOT CITY 0ONEER
0 GICERI1G AND RINK WPM
DOE
PROJECT N0.
CP N0. 18-07
SIEEr 18 OF 34 STEETS
PROJECT PROFESSIONALS CORPORATION
CHANGE ORDER MEMORANDUM
July 23, 2019
To: Stephen Manganiello
Director of Engineering & Public Works/City Engineer
Engineering and Public Works Department
City of National City
From: Alex Preciado
Project Manager
Project Professionals Corp
Project: Paradise Creek Park Site Remediation & Improvements
CIP No.: 18-07
Subject: Change Order No. 7
Change Order No. 13 Summary:
1. Clear and grub in its entirety the adjacent slope between 22"d street and Paradise Creek.
2. Furnish and install fence posts along existing concrete wall and bottom of slope between 22"d street and
Paradise Creek.
3. Furnish and install approximately 120 LF of 6' tall Galvanized Chain Link Fence per SDRSD M-6 & M-20.
4. Furnish and install one (1) 6' high x 8' wide galvanized double swing chain link gates per SDRSD M-5.
Supporting Information:
Existing conditions along Paradise Creek, adjacent to 22nd street, allow for pedestrians to enter sensitive
wildlife areas. Initial design had this area to be fenced off in the follow-on park improvements project. To
benefit from the mobilized contractor on site and to minimize the disturbance of the creek and adjacent
wildlife areas, it was determined to install approximately 120 linear feet of 6 foot tall chain link fence and an
8 foot wide gate at the bottom of the slope between 22"d street and Paradise Creek during this phase of
construction. The chain link fence will serve as a protective barrier for the creek and the 8 foot wide gate will
be used by City crews to access the creek for future maintenance.
Attachment A — Chain Link Fence Exhibit
Attachment B — Cost Breakdown
Attachment C — San Diego Regional Standard Drawings (M-5, M-6 & M-20)
Time Adjustment:
No additional days are to be added to the contract time.
Cost Adjustment:
Clearing and grubbing, the procurement/installation of 6-foot tall Galvanized Chain Link Fence and
procurement/installation of 6-foot tall x 8-foot wide galvanized double swing chain link gate are captured
under an agreed lump sum price of $10,380.67. The pay method and amount have been reviewed by the
Construction Manager and Inspector and are considered fair and reasonable.
ct Manager Date
�-- CALIFORNIA —�
NATIONAL CITY
�1.3:3
INCORPORATED
PARADISE CREEK PARK SITE REMEDIATION & IMPROVEMENTS CHANGE ORDER NO. 15
CIP NO. 18-07
Contractor: Whitlock Contracting Inc.
PO Box 2322
La Mesa, CA 91943
July 1, 2019
This Change Order modifies Contractor's and the City's obligations and rights under the
abovementioned contract. This change order is not effective until approved by the City.
Time adjustment:
Zero (0) working days are added to contract time for the additional survey and staking for the connector
path and stairway.
Cost of Change Order:
The City and the Contractor agree that the contractor shall perform additional
surveying and staking for the connector path from Harding Ave. to W. 19th Street
and stairway at Harding Ave. The agreed upon price for the additional surveying
and staking is a total lump sum price of $1,018.50.
$1,018.50
Total Cost of Change Order
$1,018.50
recommended by Project Manager:
Date: -118 ,
.4
By signing this Change Order the Contraor confirms that he/she is completely familiar with and has fairly
negotiated its price, terms and conditions. If this Change Order is approved, Contractor will provide all of the
equipment, materials and labor necessary to provide a complete work as described above at that the price
stated herein. Contractor confirms that the price is fair and complete and represents all costs associated
with the work, including but not limited to all equipment, materials, labor, supervision, overhead, fees,
bonds, insurance, profit, etc. and that there will be no further compensation. All of the terms and conditions
of the original contract documents are incorporated herein. The signer for the Contractor confirms that
he/she is authorized to bind the Contractor to this Change Order.
Agreed and Accepted by Con or:
Date: 7 , -3, 17
(Print Name and Title)
Approved by City Engineer:
Date: 7 zS--1 q
Approved by City Manager:
(Required for change orders $25,000 and above)
Date:
CALIFORNIA -�
NATIONAL CITY
INCORPORATE
PARADISE CREEK PARK SITE REMEDIATION & IMPROVEMENTS CHANGE ORDER NO. 15
CIP NO. 18-07
DATE: July 1, 2019
WORK PERFORMED BY: Whillock Contracting
DESCRIPTION OF WORK: Additional Surveying & Staking for Connector Path & Stairway
ACCOUNTING FOR TIME, MATERIALS, AND EQUIPMENT
Unit Qty Wage Total
Sub -Total Labor:
Labor Burden (27.02%):
Labor Markup (20%):
$
TOTAL LABOR:
Unit
Qty
Rate
Total
Sub -Total Materials: -
Taxes (8.5) -
Materials Markup (15%): -
TOTAL MATERIALS:
$
$
$
EQUIPMENT
Unit
Qty
Rate
Total
Sub -Total Equipment: -
Equipment Markup (15%): -
TOTAL EQUIPMENT:
$
SUB TOTAL:
SUBCONTRACTOR
Unit
Qty
Rate
Total
1)
Acculine Survey Inc.
LS
1.00
970.00
970.00
Sub -total Subcontractor:
Prime Contractor Markup (5%):
$
970.00
$ 48.50
TOTAL SUBCONTRACTOR:
1,018.50
GRAND TOTAL:
PROJECT PROFESSIONALS CORPORATION
TRANSMITTAL COVER
To: National City Engineering Department
Project Name: Paradise Creek Park Phase III
CIP No.: 18-07
ITEMS DELIVERED:
Change Order #7
Change Order #15
Delivered by: AL,=>,R
Received by:
Date:
roject Professionals Corporation
PROJECT PROFESSIONALS CORPORATION
CHANGE ORDER MEMORANDUM
July 23, 2019
To: Stephen Manganiello
Director of Engineering & Public Works/City Engineer
Engineering and Public Works Department
City of National City
From: Alex Preciado
Project Manager
Project Professionals Corp
Project: Paradise Creek Park Site Remediation & Improvements
CIP No.: 18-07
Subject: Change Order No. 15
Change Order No. 15 provides for:
The additional surveying and staking for the connector path from Harding Ave to W. 19`h Street and stairway at
Harding Ave.
Supporting Information:
Initial scope of work for the future park and street improvements included surveying and staking to prepare
the site for the follow on park development project. To further facilitate the follow on park development
project, additional surveying for the connector path and stairway were added to this contract.
Attachment A — Additional Surveying Proposal
Time Adjustment:
It is recommended that 0 working days be added to the contract time.
Cost Adjustment:
The additional surveying and staking will be captured under a lump sum price of $1,018.50. The pay method
and amount have been reviewed by the Construction Manager and are considered fair and reasonable.
Pro e.J anager Date
CITY OF NATIONAL CITY
Office of the City Clerk
1243 National City Blvd., National City, California 91950-4397
619-336-4228
Michael R. Dalla, CMC - City Clerk
WHILLOCK CONTRACTING
Paradise Creek Park Site Remediation & Improvements, CIP No. 18-07
Change Orders #7 and #15
Judith Hernandez (Engineering/Public Works) forwarded copies of the
Change Orders to Whillock Contracting.