AMG and Associates Inc (Change Order 05)City of Rancho Palos Verdes
Department of Public Works
30940 Hawthorne Blvd, Rancho Palos Verdes, CA 90275
(310)544-5252
www.publicworks@riDvca.gov
CHANGE ORDER MEMORANDUM
TO: RAMZI AWWAD, DIRECTOR OF PUBLIC WORKS
FROM: ERIN JONES, GRIFFIN STRUCTURES
DATE: SEPTEMBER 1, 2022
SUBJECT: LADERA LINDA COMMUNITY PARK
CONSTRUCTION CHANGE ORDER NUMBER: 5
Description of Construction Change Order
Credit to use no -hub plumbing pipe fittings for below -grade sewer and storm drain lines,
per RFI 14.
Justification
The contractor requested to use no -hub 4 -band pipe couplings for their own ease of
installation.
Cost Analysis
The contractor estimated a time savings of 20 hours, at the published prevailing wage
plumbing rate.
Schedule Analysis
No time extension was requested by the contractor, and work is expected to be completed
within the original construction timeframe.
Attachments:
Construction Contract Change Order Form
Construction Contract Change Order Summary Sheet
Contractor's Change Order Proposal
City of Rancho Palos Verdes
Department of Public Works
30940 Hawthorne Blvd, Rancho Palos Verdes, CA 90275
14L(310)544-5252
www. ublicworks r vca. ov
CONSTRUCTION CHANGE ORDER SUMMARY SHEET
PROJECT NAME: Ladera Linda Community Park
PROJECT CODE: 8405
PREPARED BY: JAMES O'NEILL
CONTRACTOR NAME: AMG & Associates, Inc.
CONTRACT NUMBER: FY2022-050
PURCHASE ORDER NUMBER: 20220215
ACCOUNT NUMBER: 330-400-8405-8403
ORIGINAL CONTRACT AMOUNT: $13,721,000.00
TOTAL CHANGE ORDERS COST: $123,869.52
DATE: 09/01/22
ORIGINAL CONTINGENCY AMOUNT: $1,029,075.00
NEW CONTRACT AMOUNT: $13,844,869.52 REMAINING CONTINGENCY AMOUNT: $905,205.48
ORIGINAL COMPLETION DATE: 07/27/23
TOTAL SCHEDULE CHANGE ORDERS: 11 Working Days
NEW CONTRACT COMPLETION DAVE: 08/11/23
CHANGE ORDER
NUMBER
COST AMOUNT
SCHEDULE
EXTENSION
DATE
C0#1
$54,534.52
0 Working Days
05/27/22
CO#2
$12,628.58
0 Working Days
08/09/22
CO#3
$53,526.25
11 Working Days
08/31/22
CO#4
$8,558.42
0 Working Days
09/01/22
CO#5
-$5,378.25
0 Working Days
09/01/22
CO#6
Working Days
CO#7
Working Days
CO#8
Working Days
CO#9
lWorking Days
C0#10
1working Days
Iof1
City of Rancho Palos Verdes
Department of Public Works
LA 30940 Hawthorne Blvd, Rancho Palos Verdes, CA 90275
(310)544-5252
www.pu1blicworksCcDrpvca.gov
CONSTRUCTION CHANGE ORDER FORM
CONTRACT NUMBER. FY2022-050
PURCHASE ORDER NUMBER 20220215
CHANGE ORDER NUMBER: 5
CONTRACTOR NAME: AMG & Associates, Inc.
DESCRIPTION AND LOCATION OF PROPOSED WORK
PROJECT NAME: Ladera Linda Community Park
PROJECT CODE: 8405
DATE: 09/01/22
Credit to use no -hub plumbing pipe fittings for below -grade sewer and storm drain lines, per RFI 14.
SUMMARY OF QUANTITY CHANGES
ITEM
NO.
SPEC
CODE
DESCRIPTION
ORIGINAL
QUANTITY
NEW
QUANTITY
QUANTITY
DIFFERENCE
UNIT
PRICEFDIFFERENCE7WOFR;KING
PRICEDITIONAL
DAYS
AMG PCO 3 - RFI 14
Credit to use no -hub
1
220500
pipe fittings
0.0 LS
1.0 LS
1.0 LS
-$5,378.25
-$5,378.25
0
0
0.0 0
$0.00
0
0.0 0
$0.00
0
0.0 0
$0.00
0
0.0 0
$0.00
0
0.0 0
$0.00
Totals
-$5,378.25
0
A TIME EXTENSION OF 0 WORKING DAYS WILL BE ALLOWED FOR THIS WORK
ORIGINAL CONTRACT AMOUNT: $13,721,000.00 ORIGINAL COMPLETION DATE: 07/27/23
TOTAL OF CHANGE ORDER #1-4-1$129,247.77 TOTAL OF TIME EXTENSIONS #1-0:1 11 Working Days
TOTAL OF CHANGE ORDER #571($6,378.25) TOTAL OF TIME EXTENSIONS #5:1 0 Working Days
NEW CONTRACT AMOUNT: $13,844,869.52 NEW COMPLETION DATE: 08!11/23
1 of 2
City of Rancho Palos Verdes
Department of Public Works
LA 30940 Hawthorne Blvd, Rancho Palos Verdes, CA 90275
(310)544-5252
www.publicworks@rpvc-l.Qoy_
CONSTRUCTION CHANGE ORDER FORM
CONTRACT NUMBER: FY2022-050
PURCHASE ORDER NUMBER: 20220215
CHANGE ORDER NUMBER: 5
CONTRACTOR NAME: AMG & Associates, Inc.
PROJECT NAME: Ladera Linda Community Park
PROJECT CODE: 8405
By signing this Change Order, Contractor understands and agrees that it is accepting the specified sums and adjustment of contract time of
completion (if any) set forth herein as full, final and complete satisfaction of any and all claims by Contractor for all costs and expenses of
Contractor and anyone for whom Contractor may be responsible for the work referred to herein, including but not limited to costs or expenses
of the Contractor or any of its subcontractors, materials suppliers, vendors or anyone else for whom Contractor is responsible, for labor,
materials, services or equipment, no matter how characterized, whether known or unknown to Contractor, including but not limited to, all field
and home office overhead, delay costs/claims, acceleration costs/claims, unabsorbed or under -absorbed home office overhead, extended
field costs, general conditions, claim preparation costs, inefficiencies, or the like, no matter how characterized. Contractor further understands
and agrees by signing this Change Order that any attempt by Contractor to purportedly reserve rights to claim additional time or compensation
for the work referred to herein, is void.
Except as set forth, all terms and provisions of the contract and all prior change orders remain in full force and effect.
Recommended
Erin Jones
Date: 09/01/22
Construction Manager, Griffin Structures
Signature
Execution of this Change Order by both parties constitutes a binding agreement. This document constitutes the entire agreement between the
parties. The person signing this Change Order for Contractor hereby represents and warrants that he/she is fully authorized to sign this
Agreement on behalf of Contractor.
Digitally signed by Anthony R.
Anthony R. Traverso Traverso
Contractor: Anthony R. Traverso
Date: 2022.09.0610:02:56-07'00' Date:
Vice President/Secretary/Treasurel
Signature
Accepted and Executed by:
Date:�-
Oatu®rZ,
City: Ramzi Awwad
Contractor Officer
Date: C) 1 d Z—
Ramzi Awwad
Public Works Director
Trang Nguyen
111, Date:
Finance Director
Si nat r
2 of 2
AG
AMG & Associates Inc
26535 Summit Circle
Santa Clarita, California 91350
Phone: (661)251-7401
Fax: (661) 251-7405
PCO #003
Project: 01-22-157 - Ladera Linda Community Center and Park
32201 Forrestal Dr.
Rancho Palos Verdes, California 90275
Prime Contract Potential Change Order #003: CE #017 - RFI #14
Underground Cast Iron Pipes
Amount
TO: City of Rancho Palos Verdes FROM:
AMG & Associates, Inc.
30940 Hawthorne Blvd.
26535 Summit Circle
Rancho Palos Verdes, California 90275
Santa Clarita, California 91350
PCO NUMBERIREVISION: 003/1 CONTRACT:
City Project No. 8405 - Ladera Linda
$(75.00)
Community Park Project
REQUEST RECEIVED FROM: Edric Jafari (ABO Inc.) CREATED BY.
Christopher Tumasone (AMG &
$(5,378.25)
Associates, Inc.)
STATUS: Pending - In Review CREATED DATE:
6/6/2022
REFERENCE: PRIME CONTRACT
None
CHANGE ORDER:
FIELD CHANGE: No
LOCATION: ACCOUNTING METHOD: Amount Based
SCHEDULE IMPACT: PAID IN FULL: No
EXECUTED: No SIGNED CHANGE ORDER
RECEIVED DATE:
TOTAL AMOUNT: ($5,378.25)
POTENTIAL CHANGE ORDER TITLE: CE #017 - RFI #14 Underground Cast Iron Pipes
CHANGE REASON:
POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows)
CE #017 - RFI #14 UndcEgownd Cast Iron Pines
ATTACHMENTS:
PCo_AO ,[ C ,#14 UU defground �§t Iron i es.._f � Casl Prap0sa1_ (002).pdf
# Budget Code
Description
Amount
115-100.S Plumbing.Commitment
cost proposal per RFI 14
$(5,000.00)
Subtotal:
$(5,000.00)
Overhead (5.00% Applies to all line item types,):
$(250.00)
Insurance (1.50% Applies to all line item types.):
$(75.00)
Bonding (1.00% Applies to all line Item types.):
$(53.25)
Grand Total:
$(5,378.25)
SIGNATURE
AMG & Associates Inc.
DATE
City of Rancho Palos Verdes AMG & Associates, Inc.
30940 Hawthorne Blvd. 26535 Summit Circle
Rancho Palos Verdes, California 90275 Santa Clarita, California 91350
SIGNATURE DATE SIGNATURE DATE
Page 1 of 1 Printed On: 8/9/2022 12:08 PM
ABQ INC.
June 2, 2022
AMG & ASSOCIATES
Attn: Chandra Sutton
LIC #: 1081727 - C36
DIR #: 1000833272
Office: (310) 299-6251
Cell: (818) 921-5152
Email: Info(&abgla.com
Project: Ladera Linda Community Center and Park
32201 Forrestal Dr.
Rancho Palos Verdes,
California 90275
Cost ProQosal
Below is the cost saving proposal breakdown for couplings that will be used for sewer and storm
drain. Please note this is an approximate, as we have not started the project.
Description
U
1 Plumber for 20 hours at $80.58 an hour. (Approximately)
Material
Total Cost Savings
6200 Canoga Ave #205, Woodland Hills, CA 91367
Cost
$1,611.60
$3,388.40
$5,000.00
- -- RFI #14
AMG & Associates Inc. Project: 01-22-157 - Ladera Linda Community Center and Park
26535 Summit Circle 32201 Forrestal Dr.
Santa Clarita, California 91350 Rancho Palos Verdes, California 90275
Phone: (661) 251-7401
Fax: (661) 251-7405
This is in regarding the installation of below grade cast iron pipes for sewer and stone drain utility lines. We propose to use No -Hub pipe with heavy
duty with heavy duty, 4- band coupling which provides a stronger connection. That type of connection is commonly used in both below grade and above
grade applications. Please advise
Attachments:
BY
DATE
COPIES TO
AMG & Associates Inc. Page 1 of 1 Printed On: 05/11/2022 07:33 AM
Underground Cast Iron Pipes
TO:
Christopher Tumasone (AMG & Associates, Inc.) FROM: Chandra Sutton (AMG & Associates, Inc.)
26535 Summit Circle 26535 Summit Circle
Santa Clarita, California 91355 Santa Clarita, California 91350
CREATED DATE:
05/11/2022 STATUS: Open
LOCATION:
DUE DATE: 05/26/2022
COST CODE:
REFERENCE: ABO RFI 1
COST IMPACT:
TBD SCHEDULEIMPACT TBD
DRAWING NUMBER:
SPEC SECTION:
RECEIVED FROM:
Edric Jafari (ABO Inc.)
COPIES TO:
Dustin Hartman (AMG
& Associates, Inc.), Randy Hartman (AMG & Associates, Inc.), Anthony Traverso (AMG & Associates, Inc.)
, Christopher Tumasone (AMG & Associates, Inc.)
SUGGESTION:
This is in regarding the installation of below grade cast iron pipes for sewer and stone drain utility lines. We propose to use No -Hub pipe with heavy
duty with heavy duty, 4- band coupling which provides a stronger connection. That type of connection is commonly used in both below grade and above
grade applications. Please advise
Attachments:
BY
DATE
COPIES TO
AMG & Associates Inc. Page 1 of 1 Printed On: 05/11/2022 07:33 AM
ABO INC.
May 9, 2022
AMG & ASSOCIATES
Attn: Chandra Sutton
Project: Ladera Linda Community Center and Park
32201 Forrestal Dr.
Rancho Palos Verdes,
California 90275
LIC #: 1081727 - C36
DIR #: 1000833272
Office: (310) 299-6251
Cell: (818) 921-5152
Email: Info(&—abgla.com
RFI 01 - Underground Cast Iron Pipes
This is in regarding the installation of below grade cast iron pipes for sewer and storm drain
utility lines. We propose to use No -Hub pipe with heavy duty with heavy duty, 4- band coupling
which provides a stronger connection. That type of connection is commonly used in both below
grade and above grade applications. Please advise.
RESPONSE:
KPFF RESPONSE:
PROPOSED COUPLINGS ARE ACCPETABLE TO USE FOR SEWER AND STORM DRAIN
CONNECTIONS.
K.FINCH 05/17/2022
Per OAC discussion, we understand that this is a less expensive coupling,
please confirm that there will be a cost saving.
JF. 5i 17/22
6200 Canoga Ave #205, Woodland Hills, CA 91367
Project
Architect
Husky HD -2000
Submitral
Heavy -Duty Couplings
Engineer
Contractor Date
Husky HD -2000 Couplings
The HUSKY HD -2000 coupling has been engineered to
provide superior sealing while accommodating potential
dimensional disparities in the mating of cast iron no–hub
pipe and fittings. This has been accomplished through the
use of a thicker, specially–designed corrugated shield of
sufficient width to accommodate additional surface–bearing
sealing clamps, torqued to 80in-lbs. These additional
clamps result in a more uniformly rigid joint, with the load
supported at both the outer edge of the coupling and the
centerline of the joint. These clamps also yield increased
surface–bearing contact, thereby inhibiting joint movement
at higher internal pressures.
uP[
Material Specifications
Clamps: Type 304 AISI stainless steel. 4 clamps on
sizes 1-1/2"-4', 6 clamps on sizes 5"-10"
Screws: Type 305 AISI stainless steel 5/16" hex head
Shield: Type 304 AISI stainless steel corrugated.
Shield thickness 0.010"
Gasket: Genuine neoprene as the primary elastomer,
conforming to ASTM C564. Oil immersion
rest: 80% maximum volume change after
immersion in ASTM oil No. 3 for 70 hours
at 212'F
Suggested Specification
No–Hub couplings shall be of the heavy-duty variety,
with shields and bands made of Series 300 stainless
steel, and gaskets made of genuine neoprene as the sole
elastomer. 1-1/2" through 4" couplings shall have a
minimum of four clamps, and 5" through 10" couplings
shall have a minimum of 6 clamps. Couplings shall
be installed in conformance with the manufacturer's
installation instructions and local code requirements.
Meets ASTM C 1540, ASTM C564, FM 1680 Class 1,
CSA B 602. IAMPO File No. 6726
Anaco 0 1001 EI Camino Avenue 0 Corona, CA a 92879
951/372-2732 a Fax: 951 /738-1 183 4 www.anoco–husky.com
anaco®
Standing; the test oltime
HUSKY HD -2000
Heavy -Duty Coupling
0 Meets ASTM C 1540, ASTM C 564,
FM 1680 Class 1, CSA B 602
• IAPMO File No. 6726
• Made in USA
Gasket Test
Tensile Strength
Elongation
1500psi min.
250 min.
D412
D412
60
Durometer (Shore A)
70 +/— 5 @ 760 +/— 5° F
D2240
Accelerated Aging
15% maximum tensile and 20%
D573
maximum elongation deterioration,
10 points maximum increase in
hardness, all determinations after
oven aging for 96hrs at 158°F.
Compression Set
25% maximum after 22 hrs at 158°F
D395 Method B
Oil Immersion
80% maximum volume change after
D471
immersion in IRM 903 for 70hrs
at 2127
Ozone Cracking
No visible cracking at 2x
Dl 149
magnification of the gasket after
100hrs exposure in 1.5ppm ozone
concentration at 100°F. Testing and
inspection to be on gasket which is
loop mounted to give approximately
25% elongation of outer surface.
Tear Resistance
150lbs. minimum per inch
D624
of thickness
Water Obsorption
20% maximum by weight after 7
D471
days at 158°F
W
Bracing
Horizontal pipe and fittings 5" and larger must be suitably braced to prevent horizontal movement. This must be done
at every branch opening or change of direction by the use of braces, blocks, rodding, or other suitable method, to
prevent movement or joint separation (Ch IV, Handbook, Cast Iron Soil Pipe Institute.)
*Ff
Marketed by AB&I Foundry 7825 San Leandro Street 0 Oakland, CA 94621
800/GOT.IRON (468-4766) Fax: 510/632-3467 9 www.abifoundry.com
■171HEIRA
R U B B E R C 0 M P A N �
Mission Rubber Company LLC
1660 Leeson Lane
Corona, CA 92879 _
(800) 854-9991 - Fax (800) 637-4601 i,-
missionnibber.com r l_'i ad 16
For installations
Requiring a Shielded
Transition Coupling that
Joins Similar and
Dissimilar Pipe Sizes
and Pipe Materials
V.
SIZES 3A" THROUGH 4" - 2 BANDS '-
SIZES 5"THROUGH 12" - 4 BANDS
CLAMP DETAILS
Band -Seal® Coupling - Submittal
C Series
Performmnc•e Couplings fa- Similar and Dissimilar Pipe Sizes
and Materials
PROJECT
ENGINEER
CONTRACTOR
SHIELD DETAILS
SEALING GASKET CROSS SECTION DETAILS
HOUSING 1.21 MAX
.75
SADDLE .36
MATERIALS
B.ed
Serie 301 ASTM deaden pal
Sc-reScIla�g
S"ie 301 ASTM Mmlea+nal
S_ Saddk
Si. 301 orASTM MW- slat
Snow
Si. 305 ASTM Purl -steel
ShieldSenn
301 ASTM Minim neel
Gina,
This guka is fabricated from a compound s.0 high-q.,Wy elasiomeric propenie
2.12
to meet physinl iwmg
SHIELD DETAILS
SEALING GASKET CROSS SECTION DETAILS
HOUSING 1.21 MAX
.75
SADDLE .36
SHIELD DIMENSIONS
L W
SEALING GASKET DIMENSIONS
D7 D2 W
.19
12.69
.81
MAX
1.90
HEX HEAD D1
D2
O •47 SCREW
12.69
O
2.35
O
2.12
0
16.00
O
235
�+ r--.50 .026±.003 IOW_
!
MISSION
REFERENCE
C SERIES
SHIELD DIMENSIONS
L W
SEALING GASKET DIMENSIONS
D7 D2 W
C315
12.69
2.12
1.90
3.35
2.12
C 320
12.69
2.12
2.35
3.35
2.12
C 420
16.00
2.12
235
4.38
2.12
C 430
16.00
2.12
3.35
4.38
2.12
C 530
18.50
3.00
3.35
5.30
3.00
C 540
18.50
3.00
4.38
5.30
3.00
C 640
21.75
3.00
438
6.30
3.00
c 650
21.75
3.00
5.30
6.30
3.00
Used to Join - C Series couplings are used to join cast iron to cast iron, plastic or
steel for C 315, C 320 & C 420; and cast iron to cast iron in remaining products.
Mission's Band -Seal' Specialty Coupling is a shielded transition coupling
designed to connect similar and dissimilar pipe sizes and materials. Coupling
consists of two (2) or four (4) 301 series stainless steel worm drive clamps, a 300
series stainless steel shield, over a molded one-piece elastomeric sealing gasket.
C Series couplings are available in sizes 1112" to 6": 3" to 4" sizes utilize two (2)
clamps; 5" to 6" sizes utilize four (4) clamps.
Leak -Proof Seal - Stainless steel clamps provide a positive seal when properly
tightened to 60 in/lbs. of torque. Sealing "O" Rings are installed under each
sealing clamp to prevent pipe slippage and create a more positive seal, ensuring
a water -tight, leak -proof and root -proof seal.
Corrosion Resistant - 300 series stainless steel components provide highly
effective corrosion resistance in a variety of environments.
.38
.19
D30
Joint Movement Restraint - The Band -Seal- Specialty Coupling provides for
superior load bearing control between the coupling and pipe surface. The
coupling's rugged construction provides excellent sealing properties, and the
stainless steel shield offers excellent resistance to shear forces and helps with
alignment, while maintaining flexibility.
Internal Pipe Stop - For proper pipe positioning and noise/vibration reduction.
Pre -Set Calibration - All Band -Seal' Specialty Couplings are designed to be
installed with a pre-set torque wrench calibrated to 60 in/lbs. maximum to
accommodate the 305 series stainless steel S/,s' hex head screw.
Rev. 10/20
ASTM
TEST
GASKET PHYSICAL TESTS (ASTM C 564)
C 56464
Tensile Strength
1500 PSI minimum
D412
Elongation
250% minimum
D412
Durometer (Shore A)
70 t 5 @ 76-F 3 SF
D2240
15% maximum tensile and 20% maximum elongation
Accelerated Aging
deterioration. 10 points maximum increase In hardness.
D573
All determinations after oven aging (or 96 hours at 158T.
Compression Set
15% maximum after 22 hours at 158T
D395
Oil Immersion
80% maximum volume change after Immersion In ASTM
D471
oil 03 for 70 hours at 2127
No visible cracking at 2x magnification of the gasket after 100
hours exposure In 1 S PPHM ozone concentration at 1007.
Ozone Cracking
Testing and Inspection to be on gasket which Is loop -mounted
to give approximately 20% elongation of outer surface.
Tear tance Resis
Die 150 lbs. minimum per inch of thickness
D624
Water Absorption
20% maximum by weight after 7 days at 1587
D471
Joint Movement Restraint - The Band -Seal- Specialty Coupling provides for
superior load bearing control between the coupling and pipe surface. The
coupling's rugged construction provides excellent sealing properties, and the
stainless steel shield offers excellent resistance to shear forces and helps with
alignment, while maintaining flexibility.
Internal Pipe Stop - For proper pipe positioning and noise/vibration reduction.
Pre -Set Calibration - All Band -Seal' Specialty Couplings are designed to be
installed with a pre-set torque wrench calibrated to 60 in/lbs. maximum to
accommodate the 305 series stainless steel S/,s' hex head screw.
Rev. 10/20