075-22 - Ceccanti, Inc. - Supplement / Change Order 2DocuSign Envelope ID: 4D6FEF55-E997-4328-A022-8A4EF4D14C08
CITY OF PORT ORCHARD
Authorization for Change Order No. 2
Date: 6/14/2023
McCormick Village Park Splash
Pad Treatment Facility
Project: Installation
Contract / Job # C075-22
Contractor: Ceccanti, Inc.
4116 Brookdale Road East
Tacoma, WA 98446
THIS CHANGE ORDER AUTHORIZES (add description).
Additional work: Work Change Directive 1-S4,3M.00- Unsuitable subgrade Found at the invert elevation of the resen-oir. Solution was
provided by Consur to over -excavate approximately 12" until Firmer subgrade was found Place geotextile fabric in the hole (leave extra for
wrapping). Fi Il over -excavation with 2"x4" quarry spalls. Wrap Fabric ovt r spal is I ike a burrito. Use either top course or bast; course to dress on
top of the wrap and under the structure to density and grade. Work Change Directive 2-5221.,.0;;- Relocation of tine 24"x24" Louvered Grill to
the north face of building and the addition of the l-hour Eire barrier intended to meet Li 414.2.1 construction requirements. See attached Cost
Summary Sheet for break down. Work Change Directive 3-S1-800.D0- Existing, solenoid manifolds (2) for the splash pad are in two
vaults at the edge of the splash pad. The manifolds currently leaf extensively and are very dirficult to winterize. Change Directive
93 authorizes the manifold and solenoids to be relocated into the mechanical building. The manifold is to be rebuilt using, new
components, existinu solenoids to be rLuscd. Total of Work Change Directive 1. 2, and 3- 58,393.05 ulttS 9.3':o WST=S9,173.60
Contract History
Amount Sales Tax Total Date Appvd b
Original Contract
$540,647.00
$49,739.52
$590,386.52
26-Jul-22
Council
Change Order 1
$126,803.00
$12,333.33
$139,136.33
28-Feb-23
Council
Change Order 2
$8,393.05
$780.55
$9,173.60
27-Jun-23
Council
Total Contract $675,843.05 $62,853.40 $738,696.45
I have reviewed the Change Order information above and certify that to the best of my knowledge descriptions and
costs are true and accurate.
Contractor Approval Signature Public Works Director
Donna Motfand, Corporate Secretary
Printed Name & Title
Tony Lang
Printed Name
Change Orders that do not exceed 10%, with a maximum of
$50,000, of either legally authorized budget limit or contract Approved
amount established by City Council can be approved by the Public
Works Director.
Change Orders that do not exceed 10%, with a maximum of Attest
$100,00Q, of either legally authorized budget limit or contract
amount established by City Council are to be approved by the
Mayor.
Change Orders over $100,000 or exceed a total of 10% require
Council Action.
DocuSigned by:
[—`b p IN 6lA.bt,sw
Ma orpocuSignedbyy::'1
6VA141 (IALAtt
City Clerk
approval date
Council Approval Date
DocuSign Envelope ID: 4D6FEF55-E997-4328-A022-8A4EF4D14C08
City of Port Orchard
Date: May 24, 2023 Work Change Directive: 1
Project: McCormick Villatie Park Splash Pad Retro Engineer: Consor
Contractor: Ceceanti, Inc
Subject: Unsuitable Reservoir Subgrade- Over Excavate, Geo fabric, Spalls, CSBC
The following information/clarifcation further explains the Scope of TVork:
The City, Consor and Contractor have jointly resolved unsuitable subgrade found at the invert elevation of the
reservoir.
Our recommendation is as follows:
1. Over -excavate approximately 12" until firmer subgradc is found,
2. Place geotextile fabric in the hole (leave extra for wrapping).
3. Fill over -excavation with 2"x4" quarry spalls.
4. Wrap fabric over spalls like a burrito-
5. Use either top course or base course to dress on top of the wrap and under the structure to density and
grade.
The intent of the change is to ensure reservoir is set on firm and unyielding material. Bid Item A I I- Over excavation
is being investigated. All activities will be tracked via force account.
Estimated Costs:
2x4 Quarry Spalls $250.00
1 %J Crushed Rock S65.00
Geofabric S65.00
Chevy 6500 (5) Inc. mark up $445,00
Volvo 1201~ (5) Inc. mark up $575.00
Deere 245 G LC (5) 1ne. markup $800.00
Kenworth T-880 (5) Inc. mark up $680,00
Labor x 3 (5) Inc. mark up $1500.00
Total ($4,380.00)
Costing:
❑ Not -to -Exceed Price of S 00.00 Actual costs will be submitted after the above scope of
work is complete.
❑ Lump Sum Price of S (additive / deductive).
® Force Account. Per General Conditions 1-09.6. Provide daily breakdown for costs associated with above
scope of work
Contract Tinte changes shall be submitted as follows:
Increase/decrease in Contract Time; Method of determining change in Contract Times:
Substantial Complete: zero days ❑ Actual Days Required
Final Completion days ❑ Acceptance of Contractor Estimate
Z Other
If the change involves an increase, the Estimated times are not to be exceeded without further authorization.
Attachments:
Recom n 14 �dy
E gineer Date
Approved By:
r _ /r/.20'p—rOwnerDat
Accepted By.
DocuSign Envelope ID: 4D6FEF55-E997-4328-A022-8A4EF4D14C08
Citv of Port Orchard
Date: June 2, 2023 Work Change Directive: 2
Project: McCormick Village Park Spiash Pad Retro Engineer: Consor
Contractor: Ceccanti, Inc
Subject: Relocate Louver to North Face, Addition of Fire Wall
?"he following inforntation/elaryication further explains the Scope of Work:
Consor has provided a sotution to the CO PO DCD Review Matrix. Relocation of the 24"x24" Louvered Grill to the
north face of the building as shown on the revised sheet A 1.0. Addition of the I -Hour Dire Barrier Walls as shown
on the revised sheet A 1.0.
The design is being modified to move the louver so that it does not face the wetland to the east_ When opened, the
louver will allow some sound to escape the building. The loudest piece of equipment anticipated in the building will
be the booster pump which when in operation will run at an estimated 65-80 decibels_ Addition of the 1-hour fire
barrier wall are intended to meet IBC 414.2.IConstruction requirements.
Costing:
N.ot-tp-Exceed Price of $ 00.00 Actual costs will be submitted after the above scope of
work is complete.
❑ Lump Surn Price of $
additive / deductive). Time and Material estimate 42,213.05
❑ Force Account. Per General Conditions 1-09.6. Provide daily breakdown for costs associated with above
scope of work
Contract Time changes shall be submitted as follows:
Increase/decrease in Contract Time: Method of determining change in Contract Times;
Substantial Complete: Zero clays ❑ Actual Days Required
Final Completion days ❑ Acceptance of Contractor Estimate
® Other
If the change involves an increase, the Estimated times are not to be exceeded without further authorization.
Attachments:
RecommgMed By:
En ineer
Date
Approved By:
Owner
Date
Accepted Bv:
Contractor Date
Incorporated into Change Order
DocuSign Envelope ID: 4D6FEF55-E997-4328-A022-8A4EF4Dl4C08
Date: June 7� 2023 Work Change Directive: 3
Project: McCormick Village Park Splash Pad Retro Engineer: Consor
Contractor: Ceccanti, Inc
Subject; Rebuild Solenoid Manifolds
Tire following informalionlelarification further explains the Scope of Work:
Existing solenoid manifolds (2) for the splash pad are in two vaults at the edge of the splash pad. The manifolds
currently leak extensively and are very difficult to winterize. Change Directive 93 authorizes the manifold and
solenoids to be relocated into the mechanical building. The manifold is to be rebuilt using new components, existing
solenoids to be reused.
Costing:
® Nat -to -Exceed Price of $ 1800.00 Actual costs will be submitted after the above scope of
work is complete.
❑ Lump Sum Price of $ (additive 1 deductive)_
❑ Force Account. Per General Conditions 1-09.6. Provide daily breakdown for costs associated with above
scope of work
Contract Time changes shall be submitted as follows:
increaseldecrease in Contract Time: Method of determining change in Contract Times:
Substantial Complete: Zero days ❑ Actual Days Required
Final Completion days ❑ Acceptance of Contractor Estimate
® Other
If the change involves an increase, the Estimated times are not to be exceeded without further authorization.
Attachments:
Recommend' y:
Engi eer
Approved By:
Owner
Date
Accepted By:
antractor Date
Incorporated into Change Order