HomeMy WebLinkAboutCAG2022-341 - Change Order - #1 - SCI Infrastructure, LLC - 76th Avenue South: North Segment - 01/17/2023Agreement Routing Form
• For Approvals, Signatures and Records Management
KENT This form combines & replaces the Request for Mayor's Signature and Contract Cover Sh
W A S H I N G T O N (Print on pink or cherry colored paper)
Originator:
Department:
C. Frame
PW Engineering
Date Sent:
Date Required:
>
1 /18/2023
N/A
0
b.
aAuthorized
to Sign:
Date of Council Approval:
Q
El Director or Designee ❑ Mayor
08/02/2022
Budget Account Number:
Grant? El Yes ❑ No
R90125.64110.120
Budget? 0 Yes ❑ No
Type: Federal
Vendor Name:
Category:
SCI Infrastructure, LLC.
Contract
Vendor Number:
Sub -Category:
170264
Change Order #1
C
Project Name: 76th Avenue South - North Segment
L
`0
Project Details:Additional Costs for Lateral Bend Installation, Conduit, Cement Concrete
C
C
Sidewalk and Chain Link Fence
C
W
W
Agreement Amount: $9,553.24
Basis for Selection of Contractor: Bid
W
Go L
Start Date: N/ATermination
Date: 75.5 Working Days
Im
a
Local Business? ❑ Yes ❑ No*
*Ifineets requirements per KCC 3.70.100, please complete "Vendor Purchase -Local Exceptions" form on Cityspoce.
Notice required prior to disclosure?
Contract Number:
❑ Yes 0 No
CAG2022-341
Date Received by City Attorney: Comments:
Ch
C
3
30
Date Routed to the Mayor's Office:
t/1 Date Routed to the City Clerk's Office:
adccw22373 , z0 Visit Documents.KentWA.gov to obtain copies of all agreements
4 eo
KENT
W A S H I N O T O N
CHANGE ORDER NO. #1
NAME OF CONTRACTOR:
CONTRACT NAME & PROJECT NUMBER:
ORIGINAL CONTRACT DATE:
0 'tt, N/Y—
RECE I VeC
BAN 0 9 202,E
SCI Infrastructure, LLC ("Contractor")
76t" Avenue South - North Segment
August 23, 2022
This Change Order amends the above -referenced contract; all other provisions of the
contract that are not inconsistent with this Change Order shall remain in effect. For valuable
consideration and by mutual consent of the parties, the project contract is modified as follows:
i. Section I of the Agreement, entitled "Description of Work," is hereby modified to add
additional work or revise existing work as follows:
In addition to work required under the original Agreement and any prior
Amendments, Contractor shall provide all labor, materials, and
equipment necessary to:
Bid Item changes to the Specification Bid tab:
8024, Add 10 LF (sheet 11)
1147, Add 8.5 SY (sheet 11)
1280, Add 4 LF (sheet 20)
8040, Subtract 20 Each (Sheet 28)
ADD New Bid Item Sch II: Bid Item No.
Price $7,100.13
CO 01, QTY 1, Unit LS, Unit
The following Changes are being made to the Contract Plans. See
Revision 1 attached for revised Contract Plan Sheets 10, 11, 13, 14, 16,
20, 21, 23, and 25.
STORM:
CB#7 Type 2 Sump elevation added to profile, sump depth shortened to
standard 2' depth
WATER:
Move GV from 10' west of TEE to 16' west of TEE at 30+95.6
Add 12 45-degree bends (4 total) at 32+62.04, 32+69, 32+90, and
32+99 R Changed RPBA connection to existing service lines at 32+75 -
65 R
Revise Watermain Crossing profiles at 30+96, 32+72, 32+79, 32+84
SITE/ROADWAY:
Fence angle points added.
Driveway profiles revised to correct existing grade information
CHANGE ORDER - 1 OF 3
2. The contract amount and time for performance provisions of Section II "Time of
Completion," and Section III, "Compensation," are hereby modified as follows:
Original Contract Sum, $4,165,504.10
(including applicable alternates and
WSST)
Net Change by Previous Change Orders $0.00
(incl. applicable WSST)
Current Contract Amount $4,165,504.10
(inch Previous Change Orders)
Current Change Order $8,836.13
Applicable WSST Tax on this Change $717.11
Order
Revised Contract Sum $4,175,057.34
CHANGE ORDER - 2 OF 3
Original Time for Completion
75 working days
(insert date)
Revised Time for Completion under
00 working days
prior Change Orders
(insert date)
Days Required (f) for this Change Order
.5 calendar days
Revised Time for Completion
75.5 working days
(insert date)
In accordance with Sections 1-04.4 and 1-04.5 of the Kent and WSDOT Standard
Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this
Change Order by signing below. Also, pursuant to the above -referenced contract, Contractor
agrees to waive any protest it may have regarding this Change Order and acknowledges and
accepts that this Change Order constitutes final settlement of all claims of any kind or nature
arising from or connected with any work either covered or affected by this Change Order, including,
without limitation, claims related to contract time, contract acceleration, onsite or home office
overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the
Contractor from strict compliance with the guarantee and warranty provisions of the original
contract, particularly those pertaining to substantial completion date.
All acts consistent with the authority of the Agreement, previous Change Orders (if any),
and this Change Order, prior to the effective date of this Change Order, are hereby ratified and
affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order
shall be deemed to have applied.
The parties whose names appear below swear under penalty of perjury that they are
authorized to enter into this contract modification, which is binding on the parties of this contract.
3. The Contractor will adjust the amount of its performance bond (if any) for this project
to be consistent with the revised contract sum shown in section 2, above.
IN WITNESS, the parties below have executed this Agreement, which will
become effective on the last date written below.
CON
By:
Namd:
(title)
DATE: Ut -'t1 2 - 7-1,
C
E, LLC
CITY OF KENT:
By:
(signature)
Print Name: Chad Bieren, P.E.
Its Public Works Director
(title)
Chad Bieren
Chad B I e re rl 2023.01.17 14:46:39-08'00'
DATE:
AF EC
KP
CHANGE ORDER - 3 OF 3
ATTEST:
- 4-a
Kent City Clerk
C(In this field, you may enter the electronic filepath where the contract has been saved)
APPROVED AS TO FORM:
(applicable if Mayor's signature required)
Kent Law Department
CHANGE ORDER - 4 OF 3
File No. 200.2
KENT
W ASniNOtON
CHANGE ORDER WORKSHEET NO. 1
Construction Engineering Division - Public Works
Project: 76th Ave South - North Segment Project No: 21-3012
Project Engineer: Mark Madfai
Fed -Aid No: STPUL-1075(004)
Capital Projects Cameron Bloomer (KBA, Inc.) Contractor: SCI Infrastructure
Manager• -
Date: 1/6/2023
1. ProDosea %.nan ie
Bid Item changes to the Specification Bid tab:
8024, Add 10 LF (sheet 11)
1147, Add 8.5 SY (sheet 11)
1280, Add 4 LF (sheet 20)
8040, Subtract 20 Each (Sheet 28)
ADD New Bid Item Sch II: Bid Item No. CO 01, QTY 1, Unit LS, Unit Price $7,100.13
The following Changes are being made to the Contract Plans. See Revision 1 attached for revised
Contract Plan Sheets 10, 11, 13, 14, 16, 20, 21, 23, and 25.
STORM:
CB#7 Type 2 Sump elevation added to profile, sump depth shortened to standard 2' depth
WATER:
Move GV from 10' west of TEE to 16' west of TEE at 30+95.6
Add 12" 45-degree bends (4 total) at 32+62.04, 32+69, 32+90, and 32+99 R
Changed RPBA connection to existing service lines at 32+75 -65 R
Revise Watermain Crossing profiles at 30+96, 32+72, 32+79, 32+84
SITE/ROADWAY:
Fence angle points added.
Driveway profiles revised to correct existing grade information
WORKING DAYS:
This change order adds 0.5 working days to the contract.
H. Reason and BacKgrouna ror Lnange
Additional clearance is needed to install watermain fittings for water service and fire line laterals
between STA 32+70 and 33+00, bends are being added to move the main East at this location.
Watermain profiles are being adjusted to clarify bend and valve locations. The sump to CB#7 was
shown with a depth greater than the 2' necessary, and is being revised to the standard depth. Minor
irrigation and fencing location information was added to help clarify locations of improvements,
Driveway profiles are being revised to correct existing grade information.
Page 1
III. Method of Payment
NEW PAY ITEMS ❑ Not applicable
Sch.
Item Description
Total Est.
Unit
Unit Price
Total Estimated Cost of
No
Item
II
Additional Cost for Attached Revisions
1
LS
$7,100.13
$ 7,100.13
Incl. Lateral Bend Installation
New Pay Items Total: $ 7,100.13
DELETE EXISTING PAY ITEM(S) per 1-09.5 ❑ Not applicable
Sch
No.
Bid Item No.
Item Description
Qty
Unit
Unit Price
Cost of Item
N/A
$ -
Delete Existing Pay Items Total: $ -
INCREASE/DECREASE TO EXISTING PAY ITEM(S) ❑Not applicable
Sch
Bid Item No.
Item Description
7
Qty
Unit
Unit Price
Cost of Item
No.
Supply and install 4 inch
Diameter sch 80 PVC
10
LFT
$31.00
8
8024
conduit
$ 310.00
Cement concrete sidewalk
4 inch depth with
8.5
SY
$138.00
1
1147
thickened edge
$ 1,173.00
Install New 8 foot High
Chain Link Fence and
4
LFT
$132.00
1
1280
Gate
$ 528.00
PSIPE Arctostaphylos UVA
URS/ Kinnikinnick, 1
-20
EA
$13.75
81
8040
gallon
I
I
$ 275.00)
Increase / Decrease to Existing Pay Items Total: $ 1,736.00
*TOTAL ESTIMATED COST OF CHANGE ORDER: 1 $8,836.13
* Total of the Cost of Item Columns
Page 2
,IV. WORKING DAYS
Original Contract:I 75 I Due This Change Order:I 0.5 I Previous Total: I 75
Explanation/Justification for Additional Working Days:
This change order adds 0.5 days to the contract. Watermain work is critical path. 8 crew hours were added for
the bends/blocking work and 4 crew hours were credited back for revising the watermain later crossing at 30+96
to go above the existing utilities. This results in a net increase of 4 crew hours or 0.5 working days.
Prepared by:
Capital Projects Supervisor
Construction Manager:
*TOTAL WORKING DAYS: 75.5
* This Change Order + Previous Total
Cameron Bloomer
-
Jason Barr UOi ally signedbyBarry
Y DN cn=lawn Barry, o=City of [ou=[onstrucBon Engin nng,
email=leam�kemwa.ew, a=us
Dale: 2023.01.1215,58:14 0800'
Jason Barry
Eric Connor
Date: 1/6/2023
Date: 1/12/23
Date: 1 /13/23
Page 3
11/29/2022, 2:15 PM
PROJECT: 76th Ave S-N Segement
REVISION: 13
nFSCRIPTION-
Plans revised per Field Memo 02. Changes include adding/changing some water fittings.
Sheet 14 - Added water materials and short load concrete for thru $ 10,901.30
Sheet 15 - Added 45 deg bends around water meters, credit back $ (3,974.34)
Total Cost: $ 6,926.96
Bond & Insurance $ 173.17
TOTAL COR: $ 7,100.13
S:\JOBS\2210-76th Ave S-N Segment\05 Extra Work\Field Memo #2, Plan Revision\Field Memo #2 Plan Revision
Cost Rev 3
Sheet 74 - Added water materials and short load concrete for thrust blocks
1 A Labor:
Foreman
Operator
Grade Engineer (0)
Laborer
Grade Checker (L)
Pipelayer
Flagger
Teamster
1 B Equipment:
D 61 Komatsu Dozer
Hamm Roller
Dump Truck
45 Mini Excavator
Foreman Truck
240 Excavator
950 Loader
Pipe Truck
1C Subcontractors
1 D Materials
Rate/MH No. Hours / Day Days Subtotal:
93.24 1 4.00 1.00 372.96
88.37 2 8.00 1.00 1,413.92
88.37
66.36
69.91
67.57 2 8.00 1.00 1,081 .12
56.27
84.46
Subtotal Labor: S 2,868.00
Rate/Hr No. Hours / Day Days Subtotal:
221.72
111.20
94.31
62.24
35.57 1 8.00 1.00 284.56
1 51 .35 1 8.00 1 .00 1,210.80
90.55 1 8.00 1.00 724.40
47.04 1 8.009 376.32
Subtotal Equipment: $ 2,596.08
Quantity UM Cost/Unit Subtotal:
Subtotal Subcontractor -
Quantity UM Cost/Unit Subtotal:
1 LS $ 1,500.00 - 1,500.00
EA 463.91 - 1,855.64
Short Load Concrete for Thrust Block
12-Inch 45-DEG Bends
4
$
Subtotal Materials:
3,355.64
Subtotal Items lA-1D
$
8,819.72
Mark -Up on Labor at 29%:
S
837.72
Mark -Up on Equipment at 21%:
$
545.18
Mark -Up on Subcontractors at 1 2%:
S
-
Mark -Up on Materials at 21%:
$
704.68
Total Cost 1 A - 1 D
$
70,907.30
Sheet 75 - Added 45 deg bends around water meters, credit back for faster instal/
pg 2
lA Labor:
Rate/MH No.
Hours / Day
Days
Subtotal:
Foreman
93.24
1
(4.00)
1.00
(372.96)
Operator
88.37
2
(4.00)
1.00
(706.96)
Grade Engineer (0)
88.37
Laborer
66.36
Grade Checker (L)
69.91
Pipelayer
67.57
2
(4.00)
1.00
(540.56)
Flagger
56.27
Teamster
84.46
Subtotal Labor: $ (1,620.48)
I Equipment:
D 61 Komatsu Dozer
Hamm Roller
Dump Truck
45 Mini Excavator
Foreman Truck
240 Excavator
950 Loader
Pipe Truck
Rate/Hr No.
221.72
1 1 1 .20
94.31
62.24
35.57 1
1 51 .35 1
90.55 1
47.04 1
Hours / Day
(4.00)
(4.00)
(4.00)
(4.00)
Days
Subtotal:
(142.28)
(605.40)
(362.20)
(1 88.16)
1.00
1.00
1.00
1.00
1 C Subcontractors Quantity UM Cost/Unit
1 D Materials
nijantity 11M Cost/Unit
10-Inch 11.25-DEG Bends
2
EA
$ 270.54
4-Inch Gatevalve with Riser
2
EA
BI 2040
Credit 2 Loads Trucking and Tip Fee
40
CY
$ (20.00)
Subtotal Equipment: S
Subtotal:
Subtotal Subcontractor
Subtotal:
541.08
(800.00)
Subtotal Materials:
Subtotal Items lA-1D $
Mark -Up on Labor at 29%: $
Mark -Up on Equipment at 21%: $
Mark -Up on Subcontractors at 1 2%: $
Mark -Up on Materials at 21%: $
Total Cost 1 A - 1 D $
(1,298.04)
(258.92)
(3,177, 44)
(469.94)
(272, 59)
(54.37)
(3,974.34)1
Field Memo 02
Contract Name: 76th Avenue South — North Segment (21-3012)
Contractor: SCI Infrastructure
Subject: Revision #1
Date/Time: September 21, 2022 / 09:30
David,
Attached is Revision #1 for the above referenced project to be incorporated into your contract documents.
Please acknowledge receipt of this field memo along with supporting attachment.
Feel free to contact me with any questions or comments.
Thank you,
Gary S. Paxton
425-531-8071
Please reply to:
KBA Resident Engineer:
Contractor's Rep
Date/Time:
C{Ar't,. S. Paxton
Acknowledgement:
Date/Time:
Signed:
An equal employment opportunity, affirmative action employer. Accommodations for people with disabilities provided upon request.
0 Printed on recycled paper made from 100% post -consumer waste fiber.
KENO•T
W-INOTON
PUBLIC WORKS
Carla Maloney, P.E.
Design Engineering Manager
400 West Gowe Street
Kent, WA 98032
Fax:253-856-6500
PHONE: 253-856-5500
Date:
To:
September 13, 2022
Jason Barry, Construction Engineering Supervisor
Cameron Bloomer P.E., KBA, Inc
CC: Eric Connor, Construction Manager
Phil McConnell, Construction Project Manager
Eric Knowles and Toby Mollett, City Survey Department
From: =*- usanne Smith, Design Engineer
Mark Madfai, Project Engineer
Through &rla Maloney P.E., Design Engineering Manager
Regarding: Revision #1
76th Avenue South - North Segment
Federal Aid No. STPUL-1075 (004)
Project No. 21-3012
Please have the contractor make the following revision to the above project.
Bid Item chances in the Specification Bid tab:
8024, Add 10 LF (sheet 11)
1147, Add 8.5 SY (sheet 11)
1280, Add 4 LF (sheet 20)
Changes to the plans (see Issued for Construction plan sett:
SHEET 10
N27+50. 26 R, Remove irrigation sleeve bid item 8024
SHEET 11
KC WTD Manhole information added.
33+02, R, Irrigation Sleeve and Beginning of Planter extended north.
35+10, Change WSDOT Plan reference to A-40.10-02
35+74.72, 21.23 R, CB#7 Type 2 Sump elevation added to profile.
SHEET 13
30+95.63, 28.67 R, Move GV from 10' west of TEE to 16' west of TEE.
SHEET 14
32+62.04 28.6 R, 32+69.26 25.67 R, 32+90.13 25.67 R and 32+99.00 28.67 R, Add
> 12" 45-degree bend (4 total).
a -32+75 -65 R, Changed RPBA connection to existing service lines.
C
UJ
Y
Mayor Dana Ralph
City of Kent Public Works
SHEET 15
30+96 Profile, changed watermain depth, added gate valve symbol.
32+72 Profile, changed connection to 90-degree bends, added gate valve symbol.
32+79 Profile, changed connection to 90-degree bends, added gate valve symbol.
SHEET 16
32+84 Profile, added gate valve symbol.
Sheet 20
Fence angle points added.
Profile FG elevations corrected.
Sheet 21
PC station and elevation data added in driveway.
Sheet 23
Station and elevation data added in driveway.
Profile FG elevations corrected.
Sheet 25
Profile FG elevations corrected.
Sheet 28
Bid item 8040 quantity changed to 1960.
End of Revision No.1
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