HomeMy WebLinkAboutCAG2024-24 - Change Order - #1 - CPM Development Corporation DBA ICON Materials - 2024 Pavement Preservation - 10/10/24 Agreement Routing Farm
40 a For Approvals,Signatures and Records Management
KENT This form combines&replaces the Request for Mayor's Signature and Contract Cover Sheet forms.
WASHINGTON (Print on pink or cherry colored paper)
Originator Department:
C. Frame PW Engineering
Date Sent: Date Required:
10/14/2024 N/A
CL O
a Authorized to Sign: Date of Council Approval:
a 0 Director or Designee ❑ Mayor 5/21/24
Budget Account Number: Grant? 0 Yes ❑No
R20136.64110.120
Budget? 0 Yes ❑No Type: State
Vendor Name: Category:
ICON Materials Contract
Vendor Number: Sub-Category:
C 34467 Change Order#1
O
o Project Name: 2024 Pavement Preservation
E
1`
In accordance with Revision 1 dated 6/25/24,add pay items 1290-Relocate Existing Sign,(1)EA;1591-Painted White Wide Dotted
CProject Details:Extentlon Line,(65)LF;1596-Double Yellow Dotted Extension Line,(50)LF;4830-Seeding and Fertilizing by Hand,(100)SY;4835-
Topsoil Type A.(10)CY;and increase 18 existing bid item quantities at unit prices listed in the Increase Existing Pay Items table below.
40
C
41
E Agreement Amount: $163,222.60 Basis for Selection of Contractor: Bid
0
L Start Date: N/A Termination Date: 180 Working Days
a
Local Business? ❑Yes [] No*
*Ifineets requirements per KCC3.70.700,please complete"Vendor Purchase-Local Exceptions"form on Cityspoce.
Notice required prior to disclosure? Contract Number:
❑Yes 0 No CAG2024-24
Date Received by City Attorney: Comments:
Ch
C
3 0
d N
d
oc
A
Cps Date Routed to the Mayor's Office:
v1
Date Routed to the City Clerk's Office: 10/14/24
adc<W22373_1_20 Visit Documents.KentWA.gov to obtain copies of all agreements
•
DENT
WASHINGTON
CHANGE ORDER NO. 1
NAME OF CONTRACTOR: ICON Materials ("Contractor")
CONTRACT NAME & PROJECT NUMBER: 2024 Pavement Preservation
ORIGINAL CONTRACT DATE: May 21,_2024
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:
1. 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:
In accordance with Revision 1 dated 6/25/24, add pay items 1290 -
Relocate Existing Sign, (1) EA; 1591 - Painted White Wide- Dotted
Extention Line, (65) LF; 1596 - Double Yellow Dotted Extension Line,
(50) LF; 4830 - Seeding and Fertilizing by Hand, (100) SY; 4835 -
Topsoil Type A, (10) CY; and increase 18 existing bid item quantities at
unit prices listed in the Increase Existing Pay Items table below.
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, $4,771,296.00
(including applicable alternates and
WSST)
Net Change by Previous Change Orders $0.00
(incl. applicable WSST)
Current Contract Amount $4,771,296.00
(incl. Previous Change Orders)
Current Change Order $163,222.60
Applicable WSST Tax on this Change $0.00
Order
Revised Contract Sum $4,934,518.60
CHANGE ORDER - 1 OF 3
Original Time for Completion 160 working days
(insert date)
Revised Time for Completion under 00 working days
prior Change Orders
(insert date)
Days Required (f) under Minor Change 00 working days
Orders
Days Required (f) for this Change Order 20 working days
Revised Time for Completion 180 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.
CONTRACTOR: CITY OF KENT:
❑igitafiy signed by Chad Bieren
Chad Bieren Date 2024.10.10
By: By: 17:06:25-07•00'
(signature) (signature)
Print Name:_Tyler_Townsend Print Name: Chad Bieren P.E.
Its Project Manager Its Public Works Director
(title) (title)
DATE: 10/09/2024 DATE:
AT EC
CHANGE ORDER - 2 OF 3
ATTEST: APPROVED AS TO FORM:
(applicable if Mayor's signature required)
Kent City Clerk Kent Law Department
C[tn this field,you may enter the electronic filepath where the contract has been saved]
CHANGE ORDER - 3 OF 3
File No.200.2
L�KENT
CHANGE ORDER WORKSHEET NO. 1
Construction Engineering Division - Public Works
Project: 2024 PAVEMENT PRESERVATION Project No: 24-3001.1
Project Engineer: Toby Hallock Fed-Aid No: N/A
Capital Projects Matt Coleman Contractor: ICON
Manager:
Date: 9/25/2024
I. Proposed Change
This change makes the following revisions to the Contract Documents and provides compensation for added work:
In accordance with Revision 1 dated 6/25/24, add pay items 1290 - Relocate Existing Sign, (1) EA; 1591 - Painted White Wide
Dotted Extention Line, (65) LF; 1596 - Double Yellow Dotted Extension Line, (50) LF; 4830 - Seeding and Fertilizing by Hand,
(100) SY; 4835 -Topsoil Type A, (10) CY; and increase 18 existing bid item quantities at unit prices listed in the Increase
Existmg Pay Items table below.
II. Reason and Background for Change
The City of Kent after bid and award determined additional work to the contract was required. This work includes additional speed
humps, curb ramps, RRFB signal bases, permanent signs, striping and associated work detailed and described within Revision No.
1 dated 6/25/24, as well as the dotted extension channelization at 104th &SE 272nd requested by City of Kent on 8/30/24 via
email.
III. Method of Payment
NEW PAY ITEMS ❑Not applicable
Sch. Item Description Total Est. Unit Unit Price Total Estimated Cost of
No oty Item
I 1290 - Relocate Existing Sign 1 EA $1,200.00 $ 1,200.00
I 1591 - Painted White Wide Dotted Extention Line 65 LF $3.60 $ 234.00
I 1596 - Double Yellow Dotted Extension Line 50 LF $3.60 $ 180.00
IV 4830 -Seeding & Fertilizing by Hand 100 SY $9.00 $ 900.00
IV 4835 -Topsoil Type A 10 CY $176.00 $ 1,760.00
$
New Pay Items Total: $ 4,274.00
DELETE EXISTING PAY ITEM(S) per 1-09.5 ❑Not applicable
Sch Bid Item No. Item Description Qty Unit Unit Price Cost of Item
No.
$
Delete Existing Pay Items Total: $ -
Page 1
INCREASE/DECREASE TO EXISTING PAY ITEM(S) ❑Not applicable
Sch Bid Item No. Item Description Qty Unit Unit Price Cost of Item
No.
I 1120 Speed Cushion 7 EA $9,500.00 $ 66,500.00
I 1212 Plastic Curb with Pylons 36 EA $372.00 $ 13,392.00
I 1295 Permanent Signing Including Post and Foundation 29 EA $1,200.00 $ 34,800.00
I 1590 Painted White Wide Line 500 LF $3.60 $ 1,800.00
I 1595 Double Yellow Centerline Paint Strip 425 LF $3.60 $ 1,530.00
IV 4020 Remove Cement Concrete Sidewalk 15 SY $62.00 $ 930.00
IV 4025 Remove Cement Concrete Curb and Gutter 45 LF $16.00 $ 720.00
IV 4050 Saw Cut Existing Asphalt Concrete Pavement 61 LF $3.60 $ 219.60
IV 4055 Saw Cut Existing Cement Concrete Pavement 55 LF $6.00 $ 330.00
IV 4145 Cement Concrete Sidewalk 15 SY $95.00 $ 1,425.00
IV 4170 Cement Concrete Sidewalk Ramp Type Parallel A 2 EA $3,000.00 $ 6,000.00
IV 4205 Cement Concrete Curb and Gutter 25 LF $66.00 $ 1,650.00
IV 4211 Pedestrian Curb 35 LF $60.00 $ 2,100.00
IV 4295 Permanent Signing Including Post and Foundation 4 EA $1,200.00 $ 4,800.00
IV 4615 Plastic Crosswalk Line 500 SF $13.80 $ 6,900.00
IV 4625 Plastic Stop Line (24 Inch Wide) 12 LF $18.00 $ 216.00
IV 4711 Signal Standard Foundation 2 EA $7,800.00 $ 15,600.00
IV 4800 Inlet Protection 1 EA $36.00 $ 36.00
INCREASE/DECREASE TO EXISTING Pay Items Total: $ 158,948.60
Pay Items Total: $163,222.60
Original Contract: 160 Due This Change Order: 20 Previous Total: 160
Explanation/Justification for Additional Working Days:
Contractor requested 20 additional working days to complete added work.
*TOTAL WORKING DAYS: 180
*This Change Order+Previous Total
Capital Projects Manager: Date:
Matt D. Coleman
Construction Engineering
Supervisor: Date: /n i lby
Jam n Barry
Construction Manager: �- � Date:
Eric Connv
Page 2
0 0 0 0 0 0 0 0 O O O O 0 0 0 0 0 0 o 0 0 0 0 o 0
0 0 0 0 0 0 0 o O o m o a o 0 0 o o O o 0 0 0 0 o g 0
0 00 o c o v o o o o A o o A o 6 6 o m o d o' o v u m c o
o m o n n oo m e o Q o . a o N o _
_ < o o roi o In ry a It m n
�
rc
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
4
m o o o o w to � 9 o g 0 kR o q 0 0 0 p 0 q 0 q q q o m o q o o o
N m m m ry w m o m m o w m c N o 6 N m .mi m o 1O m
7 .. .. m W .+ o m m
ai T N v m �
¢ N N N---N N N N N-N N N-N N N N N N N N N N N N N N N
a VI
p a
o o N '^ N o o o rye d o m e o .. o N n m o o O
H f
3 �
x m o
m .rvi N VI N N .mi O O O O O O O .ei N o .i N rl N N m ill "' n COO m m
.i .+ Qeeee � evevvav ; aaeeaaa � 3
z
0 0 0 0 0 o o o 0 o o 00 0 0 o o o 0 0 0 0
0 0 0 0 0 0 0 0 0 0 o a O o 0 0 0 0 0
o ri o o o v o o o 0 of o vi o o o o o lc o lc o 0IN
O m o o m m o m o o m .H o m
G N m ry m m n m n ry m a o m m n m m n
p
F
H
- N'N�Vi'N'N'H'N"N'N NNNNNNNNyfNNNNNuI nNNNNNN
2
¢ o o o O w o a o g q q � o q q 0 q 0 q 0 q q q q q 0 0 0 o
o 0 0 o m m m o o O o 0 o o m o 0 0 m 0
p o D o m ni m lri 'i vi o d m o 0 0 0 as a m m lc
.� p voi m ry It in iO m m m N O1 0 1p iD m roi ry " m m ti
O
-------------------------------
o m I
Sao f o
oN N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
o o 0 o c c c c O o o a o o o o o n o 0 0 o 0 o o 0 0 o o o o
O O O o q 0 o g o q 0 q 0 o q q q 0 o m o O o q
o n O o m m m m .� w m
m vi o to a o ri o 0 o v m w o m m o
_o c o
N m m m UJ m m F p
N
p N N N N N N N N.N N N N N N N N N N N N N H iR N N N N N N N✓+
2 O
m w
a
mo o N o 0 0 o
0
x
0 0 0 0 0 0 o O o 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0
0 o 0 0 0 0 0 o o m o 0 o 0 o o o 0 0 d d 0 0 o 0 0 0 0 0
o ri o 0 o d o o ao 0 0 of o ri o vi o 0 0 o N o 0 o ri o ry o o �e
R � m N o o T m m m W m m O m O n o ry o 1 W .+ S r o
m ry in n m W iry m n lc e o lc m m m N t0 m n m
N N-N N N N N N N N N N N N N N N N N N N N N N N N N N N N
x
¢ o g 0 0 19 19 lOo e o g 0 lOo 0 0 g q q q q q q q q q o w o q q q q
❑ o o o m ni rri m ri ri m ni lc vi o d d w ri o o o m H 0 m of
voi m n roi ry m .� m m m N o o m
F7
.±.-i a m
N n N N N N N N N N---•n-N N N of--to In vi--
S ~
p 2
dl` m rvN � a � � ,"-i � �ni'^iNooNrom .� .rao � eNNoo C
p� o
O
O
N .rvi N m O '� 0 0 N O ul N VI O o O ti O O m vt .y O m m
0 0 0 o o 0 0 0 0 O O O O O O O o 0 0 0 o o 0
m o
0 0 o q o O o 0 0 q o O o o 0 0 g q 0
o o ' o " o 0 0 o d • . .g
o m o o ^l m m oo o v o m rOol o a D m o �' w"F N P w N O n O n
0 ry OI N .Y lO lLl T .-i lLi lD
T
F
x
H 0 0 0 0 . . . 0 0 0 . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 . Oo
0 q q O O O O O O O O O O O O O O O O m 0 g q 0 _
2 6 0 O T tCl T HI .'I w m m m O m m 0 O O o w m m O b
¢ � m N N ill ~ W .O-i m oo W W m a N O .i .i COO T m .ni
p . H ,. v m .y .� n
QN N N N N N N N N N N N N N N N N-N N N N N--N N N N N N
f ~
O m °'? OF
W O z" ry z m z z m m ry m z•� 1O z `O 2 Z .�
m
ry n o m o •' `O o o vl O m o vl m O O .� o m ,� o o vl
x
PUBLIC WORKS DESIGN ENGINEERING
Derek Hawkes
4^4tllo. Design Engineering Manager
400 West Gowe
K E 1V T Kent, WA 98032
W.s w.a 0-3 N Fax: 253-856-6500
PHONE: 253-856-5500
Date: June 25, 2024
To: Eric Connor, Construction Engineering Manager
Cc: Jason Barry, Construction Supervisor
Matt Coleman, Capital Project Manager
Derek Hawkes, Design Engineering Manager
Drew Holcomb, Design Engineer 3
From: Toby Hallock, Design Engineer 3
Regarding: 2024 Pavement Preservation
Project No. 24-3001.1
Revision No. 1
Please have the contractor make the following revision to plans of the above project.
PLANS
REPLACE Sheet 10
Shows correct linewidth dimensions. (No change to bid items or quantities.)
REPLACE Sheet 28
Shows approximate location of PSE gas line in relation to culvert and gravity block
wall. (No change to bid items or quantities.)
REPLACE Sheet 43
Shows approximate location of existing utilities. (No change to bid items or
quantities.)
ADD Sheet 45 and 46
Work includes two new stormwater catch basins, installation of 8-inch ductile iron
stormwater pipe, and three new curb ramps, associated improvements, and
installation of RRFB bases.
ADD Sheet 47
Work includes two new curb ramps, associated improvements, and installation of RRFB
bases.
ADD Sheets 48 and 49
Work includes rechannelization and improved signage on 132nd Ave SE from SE 2281h
PI to about 2,000-feet to the north.
City of Kent Public Works Department
Chad Bieren, Public Works Director
ADD Sheets 50 through 52
Work includes adding speed cushions and associated improvements to SE 222nd PI and
SE 223rd St between 108th Ave SE and 116th Ave SE
ADD Sheets 53 and 54
Work includes adding speed cushions and associated improvements around the
intersection of 104th Ave SE & SE 272nd St
Please have the contractor make the following revision to the Kent Special Provisions
for the above project.
Proposal
ADD the following bid items:
1290 8-21.5 1 Relocate Existing Sign $ $
* KSP EACH Per EA
4010 7-04.5 108 Storm Sewer Pipe, $ $
KSP LN FT 8 Inch Diameter Per LF
4080 7-05.5 2 Catch Basin, Type 1 $ $
KSP EACH Per EA
4286 8-18.5 1 Relocate Mailbox $ $
KSP EACH Per EA
4830 8-02.5 100 Seeding and Fertilizing by $ $
* WSDOT SQ YDS Hand Per SY
4835 8-02.5 10 Topsoil Type A $ $
* KSP CU YDS Per CY
The following bid item quantities have changed based on the added and updated plan
sheets:
1120 5-04.5 3-10 Speed Cushion $ $
KSP EACH Per EA
1212 8-10.5 3$54 Plastic Curb with Pylons $ $
* KSP EACH Per EA
1295 8-21.5 4�&-45 Permanent Signing Including $ $
* KSP EACH Post and Foundation Per EA
1590 8-22.5 290-700 Painted White Wide Line $ $
* KSP LN FT Per LF
1595 8-22.5 3,300 Double Yellow Centerline $ $
* KSP 3,700 Paint Strip Per LF
LN FT
4020 2-02.5 3�50 Remove Cement Concrete $ $
* KSP SQ YDS Sidewalk Per SY
4025 2-02.5 58-105 Remove Cement Concrete $ $
* KSP LN FT Curb and Gutter Per LF
4050 2-02.5 199220 Saw Cut Existing Asphalt $ $
* KSP LN FT Concrete Pavement Per LF
4055 2-02.5 5�)-105 Saw Cut Existing Cement $ $
* KSP LN FT Concrete Pavement Per LF
4095 5-04.5 4�)-20 HMA Class 1/2", PG 58V-22 $ $
* KSP TONS Per TON
4145 8-14.5 3-0-25 Cement Concrete Sidewalk $ $
* KSP SQ YDS Per SY
4170 8-14.5 -2-4 Cement Concrete Sidewalk $ $
* KSP EACH Ramp Type Parallel A Per EA
4205 8-04.5 100 Cement Concrete Curb and $ $
�c KSP LN FT Gutter Per LF
4210 8-04.5 6$ 130 Cement Concrete Extruded $ $
* KSP LN FT Curb Painted White Per LF
4211 8-04.585 Pedestrian Curb $ $
* KSP LN FT Per LF
4212 8-10.5 45 Plastic Curb with Pylon $ $
* KSP EACH Per EA
4290 8-21.5 -1--2 Relocate Existing Sign $ $
* KSP EACH Per EA
4295 8-21.5 -3-9 Permanent Signing Including $ $
* KSP EACH Post and Foundation Per EA
4370 8-14.5 6�)-90 Detectable Warning Surface $ $
* KSP SQ FT Per EA
4615 8-22.5 SGG 1100 Plastic Crosswalk Line $ $
* WSDOT SQ FT Per SF
4625 8-22.5 4�6-50 Plastic Stop Line $ $
* KSP LN FT (24 Inch Wide) Per LF
4711 8-20.5 -3-7 Signal Standard Foundation $ $
* KSP EACH Per EA
4800 8- -2-4 Inlet Protection $ $
* 01.5(2) EACH Per EA
KSP
(Cent Special Provisions
ADD the following to the appropriate sections:
DIVISION 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION:
1-05.8 Contractor Survey
1-05.8(1) General
As used in this Section 1-05.5, the words, "stake," "mark," "marker," or
"monument" will be deemed to include any kind of survey marking,
whether or not set by the City.
The Contractor is responsible for all the construction stakes and marks
established lines, slope and grades and any other survey work needed
for any of the work items in this project except the bodies of work
outlined below where City survey will be provided.
The Contractor shall be responsible for referencing and documenting all
existing pavement markings and speed bumps. The Contractor's
referencing plans shall indicate reference points and offsets taken at
consistent intervals sufficient to restore all pavement markings and
speed bumps to original configuration within two inches. The Contractor
shall demonstrate to the Engineer that referencing has been
accomplished prior to performing any work which will remove or cover
the existing markings or speed bumps. Please note, 116th Ave SE,
124th Ave SE, and 132"d Ave SE channelization will not be
replaced in kind and shall be channelized per the plans. Survey
will provide construction alignment layout only at these
locations.
The Contractor shall also be responsible for laying out all temporary and
permanent pavement markings to the pre-existing locations. Pavement
markings shall be replaced using the materials called for in these
Specifications.
The following applies only to work shown on the plans for the
meandering path at 132"d Ave SE, the culvert and gravity block
wall at SE 264th St, and the traffic island at 64th Ave S & S 228tn
St. City survey crews will not provide survey or staking for the
other project locations shown in the plans.
The City will supply construction stakes and marks establishing lines,
slopes and grades as set forth in Sections 1-05.8(2) through 1-05.8(6)
of the Kent Special Provisions. The Contractor shall assume full
responsibility for detailed dimensions, elevations, and excavation slopes
measured from these City furnished stakes and marks.
The Contractor shall provide a work site clear of equipment, stockpiles
and obstructions which has been prepared and maintained to permit
construction staking to proceed in a safe and orderly manner. A City
survey crew can stake a finite amount of work in a single day (see
Section 1-05.8(6) of the Kent Special Provisions). The Contractor shall
provide staking requests for a reasonable amount of work to the
Engineer at least 3 working days in advance to allow the survey crew
adequate time for setting stakes. If the work site is obstructed so that
survey work cannot be done, a new request for work shall be submitted
by the Contractor so that the survey can be rescheduled once the site is
properly prepared. Up to an additional 3 working days may be required
depending on work load for the city survey crew to complete the
rescheduled work. Note: A surveyor working day is a consecutive eight
hour period between 7:00 AM and 6:00 PM, Monday through Friday,
except holidays as listed in Section 1-08.5.
It is illegal under Revised Code of Washington 58.09.130 and
Washington State Administrative Code 332-120 to willfully destroy
survey markers. Stakes, marks, and other reference points set by City
forces, and existing City, State or Federal monumentation, shall be
carefully preserved by the Contractor. The Contractor shall notify the
Engineer immediately if it becomes apparent that a survey marker will
be disturbed due to construction. The Contractor will allow ample time
for City Survey Department personnel to acquire adequate information
so that the monument may be replaced in its original position after
construction. If the City is not notified, and a stake, marker or
monument is disturbed or destroyed the Contractor will be charged at a
rate of $300/hour for a city survey crew to replace the stake, marker or
monument that was not to be disturbed or damaged by the Contractor's
operations. This charge will be deducted from monies due or to become
due to the Contractor.
Any claim by the Contractor for extra compensation by reason of
alterations or reconstruction work allegedly due to error in the
Surveyor's line and grade will not be allowed unless the original control
points set by the Surveyor still exist, or unless the Contractor can
provide other satisfactory substantiating evidence to prove the error
was caused by incorrect city-furnished survey data. Three consecutive
points set on line or grade shall be the minimum points used to
determine any variation from a straight line or grade. Any such
variation shall, upon discovery, be reported to the Engineer. In the
absence of such report, the Contractor shall be liable for any error in
alignment or grade.
1-05.8(2) Roadway and Utility Surveys
The information outlined in KSP Section 1-05.8(2) - 1-05.8(6)
only applies to work shown on the plans for the culvert and
gravity block wall at SE 264th St and the traffic island at 64th Ave
S & S 228th St. City survey crews will not provide survey or
staking for the other project locations shown in the plans. All
other locations shall conform to WSDOT Standard Specification
Section 1-05.8(2) - 1-05.8(6) and not the KSP.
The Engineer shall furnish to the Contractor, one time only, all principal
lines, grades and measurements the Engineer deems necessary for
completion of the work. These shall generally consist of one initial set
of:
1. Cut or fill stakes for establishing grade and embankments,
2. Curb or gutter grade stakes,
3. Centerline finish grade stakes for pavement sections wider than 25
feet as set forth in Section 1-05.8(5), subsection 2, and
4. Offset points to establish line and grade for underground utilities
such as water, sewers, storm drains, illumination and signalization.
No intermediate stakes shall be provided between curb grade and
centerline stakes.
On alley construction projects with minor grade changes, the Engineer
shall provide offset hubs on one side of the alley to establish the
alignment and grade. Alleys with major grade changes shall have
embankments staked to establish grade before offset hubs are set.
1-05.8(4) Control Stakes
Stakes that constitute reference points for all construction work will be
conspicuously marked with an appropriate color of flagging tape. It will
be the responsibility of the Contractor to inform its employees and
subcontractors of the importance and necessity to preserve the stakes.
The Contractor shall determine appropriate construction stake offset
distances to prevent damage to stakes by its construction equipment.
Should it become necessary, for any reason, to replace these control
stakes, the Contractor will be charged at the rate of $300/hour for a
city survey crew to replace the stakes. The Contractor may not charge
the City for any standby or "down" time as a result of any replacement
of control stakes. If the removal of a control stake or monument is
required by the construction operations of the Contractor or its
subcontractors, and advance notice of at least three (3) full working
days is given to the City, the City will reference, remove, and later
replace the stakes or monument at no cost to the Contractor.
1-05.8(5) Staking Services
Work requests must be made at least 3 working days in advance
of the required staking.
The City will furnish the following stakes and reference marks:
1. Clearing Limits - One set of clearing limit stakes will be set at
approximately 25-foot stations where needed.
2. Rough Grading - One set of rough grade stakes will be set along
the construction centerline of streets at 50-foot stations as
required. (If superelevations require intermediate stakes along
vertical curves, the City will provide staking at closer intervals.)
One set of primary cut and fill stakes will be set for site work. One
set of secondary final grade cut and fill stakes will be set where
deemed applicable as determined by the Engineer.
3, Storm Sewers - Two cut or fill stakes for each inlet, catch basin or
manhole will be set at appropriate offsets to the center of the
structure. After installation and backfill, inverts will be checked for
correctness.
4. Sanitary Sewers - Two cut or fill stakes for each manhole or
cleanout location will be set at appropriate offsets to the center of
the structure. After installation and backfill, inverts will be checked
for correctness.
5. Water Main - One set of line stakes will be furnished for water
mains at 50-foot stations. Additionally, two reference stakes for
each valve, hydrant, tee and angle point location will be set
concurrently with these line stakes.
6. Staking for Embankments - Catch points and one line stake will be
set in those cases where the vertical difference in elevation from
the construction centerline to the toe or top of a cut or fill slope
exceeds 3 feet. In all other areas, stakes shall be set at an
appropriate offset to the street centerline to allow for the
preservation of said offsets through the rough grading phase. In
both cases the stakes shall be clearly marked with appropriate
information necessary to complete the rough grading phase.
7. Curb and Gutters - One set of curb and gutter stakes shall be set at
an appropriate offset at 25-foot intervals, beginning and end points
of curves and curb returns, wheelchair ramps, driveways, and
sufficient mid-curve points to establish proper alignment.
8. Base and Top Course - One set of final construction centerline
grade hubs will be set for each course, at not less than 50-foot
stations. No intermediate stakes shall be provided unless
superelevations require them. In those circumstances, one grade
hub left and right of construction centerline at the transition
stations will be set at an appropriate offset to centerline not less
than 25-foot stations.
9. Adjacent or Adjoining Wetlands - One set of stakes delineating
adjacent wetland perimeters will be set at 25 to 50-foot stations as
required.
10. Illumination and Traffic Signals System - One set of stakes for
luminaires and traffic signal pole foundations will be set as
required. One set of stakes for vaults, junction boxes, and conduits
will be set, only if curb and gutter is not in place at the time of the
survey request. If curb and gutter is in place, staking for vaults,
junction boxes, and conduits will be provided at an additional
expense to the Contractor.
When deemed appropriate by the Engineer, cut sheets will be supplied
for curb, storm, sanitary sewer and water lines. Cuts or fills may be
marked on the surveyed points but should not be relied on as accurate
until a completed cut sheet is supplied.
The Contractor, at its own expense, shall stake all other items not listed
above to construct the project per the Plans and Specifications. Staking
for channelization, traffic loops, and all other items not listed above
shall be the sole responsibility and expense of the Contractor. The City
may, at its sole discretion, provide additional staking at the request of
the Contractor at the rate of $300/hour.
1-05.8(6) Survey Requests
It shall be the Contractor's responsibility to properly schedule survey
crews and coordinate staking requests with construction activities. A
survey crew may be reasonably expected to stake any one of the
following items, in the quantity shown, in a single day:
Roadway grading +/-1500 lineal feet of centerline
Storm or sanitary sewer Approximately 8-10 structures
Water main +/-1500 lineal feet of pipe
Curb and gutter +/-1300 lineal feet (one side only)
Base and top course +/-1000 lineal feet of centerline
Slope staking +/-800-1200 lineal feet (top and toe)
Illumination/signalization Approximately 15-20 structures
Actual quantities may vary based on the complexity of the project, line
of sight considerations, traffic interference, properly prepared work site,
and other items that could affect production.
The Contractor shall be aware that length does not always translate
directly into stationing. For example, a survey request for storm sewer
pipe from Station 3+00 to 8+00 is 500 lineal feet in length. There may
be 1000 lineal feet, or more, of storm sewer pipe, if the pipe is placed
on both sides of the roadway and interconnected.
SECTION 7-04.5 IS SUPPLEMENTED BYADDING THE FOLLOWING:
7-04.5 Payment
The unit contract price per lineal foot for"Ductile Iron Storm Sewer
Pipe, 8 Inch Diameter" shall be complete compensation for all labor,
materials, tools, supplies and equipment necessary to furnish and install
the pipe at the locations shown on the plans and described in the
specifications. The bid item price includes but is not limited to: trench
excavation; unsuitable material excavation, hauling, dewatering;
backfill and compaction (when native material is to be used), surface
restoration, and cleanup. The bid price shall also include fittings, tees,
couplings, gaskets, connection to new or existing storm pipes, catch
basins, or ditches, testing, coordination for TV inspection, and additional
costs for overtime work when working on weekends.
SECTION 7-05.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-05.3(3) Connections to Existing Manholes
It shall be the Contractor's sole responsibility to protect the existing
sewer system from any damage and/or debris resulting from the
construction. Should any damage and/or debris occur, the Contractor
shall, at no cost to the City, repair and/or clean said system to the
satisfaction of the Engineer.
SECTION 7-05.5 IS SUPPLEMENTED BYADDING THE FOLLOWING:
7-05.5 Payment
"Catch Basin T e 1"
The unit contract price per each for the above items constitutes
complete compensation for furnishing all labor, materials, tools,
supplies, and equipment necessary to install the specified structure to
final finished grade as shown on the plans and described in the
specifications. This work includes but shall not be limited to:
excavating; dewatering; installing; connecting new or existing pipes,
backfilling; compacting; surface restoration; referencing for future
locates prior to final overlay; and storm drain stenciling.
8-18 MAILBOX SUPPORT
SECTION 8-18.3 IS REVISED AS FOLLOWS:
8-18.3 Construction Requirements
THE SECOND PARAGRAPH IS REPLACED WITH THE FOLLOWING:
The existing mailboxes are to be relocated to accommodate the new
construction. Within 24 hours of being removed, existing mailboxes
shall be reset at a temporary or permanent location. See Kent
Standard Plan 6-70a.
THE THIRD PARAGRAPH IS REPLACED WITH THE FOLLOWING:
Mailbox supports which are not to be installed within sidewalks or
walkways, shall be backfilled with adjacent native material and
compacted to the satisfaction of the Engineer. Mailbox supports which
are to be installed within sidewalks or walkways shall be enclosed within
8 inch diameter PVC sleeves and then backfilled with adjacent native
material and compacted to the satisfaction of the engineer.
SECTION 8-18.5 IS SUPPLEMENTED BYADDING THE FOLLOWING:
8-18.5 Payment
The unit contract price per each for"Relocate Mailbox" shall constitute
complete compensation for furnishing all labor, materials, tools,
supplies and equipment necessary to remove and reinstall the mailbox
as shown on the plans and described in the specifications.
Anpendices
REPLACE Pages 11- 33 of Appendix - 3 (See attached Traffic Control Plans)
Attachments: Sheets 10, 28, 43, 45-54; Appendix 3 Traffic Control Plans Pages 11-33
Thank you,
Toby Hallock
Design Engineer 3
From: Barry.Jason
To: Coleman.Matt
Subject: FW:2024 Pavement Preservation-Proposed Change Order#1,for Revision 1
Date: Tuesday,October 1,2024 8:31:14 AM
Attachments: imaoe002.Dna
imaae007.Dna
image009.Dna
FYI...
From: Peterson, Kelly<KPeterson@kentwa.gov>
Sent: Monday,September 30, 2024 4:08 PM
To: Connor, Eric<EConnor@kentwa.gov>
Cc: Barry,Jason <J Barry@ kentwa.gov>; Bieren, Chad <CBieren@kentwa.gov>
Subject: RE: 2024 Pavement Preservation - Proposed Change Order#1,for Revision 1
Eric-
Thank you for talking this over with Chad and me this afternoon.
Please proceed with the change order.
Thank you,
Kelly
Kelly Peterson, AICP, Deputy Director-Engineering
Public Works Department
220 Fourth Avenue South, Kent, WA 98032
Phone 253-856-5547 - Cell 253-740-8066
KMt_grscn(a1 Ken tWA.gay
CITY OF KENT, WASHINGTON
KentWA.gov Facebook YouTube
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-MAIL
From: Connor, Eric<EConnorl@kentwa.gov>
Sent: Monday, September 30, 2024 10:32 AM
To: Peterson, Kelly<KPetQr5Q0@kEnntwa.gov>
Subject: RE: 2024 Pavement Preservation - Proposed Change Order#1,for Revision 1
Attached is Revision 1 for reference.
Eric Connor, Construction Engineering Manager
Phone 253-856-5533 1 Cell 253-797-0693
CITY OF KENT,WASHINGTON
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-MAIL
From: Connor, Eric
Sent: Monday,September 30, 2024 7:46 AM
To: Peterson, Kelly<KPeterson( kentwa_gov>
Cc: Barry,Jason <JBarryl@kentwa.gov>
Subject: RE: 2024 Pavement Preservation - Proposed Change Order#1,for Revision 1
Good Morning Kelly,
Just getting this in your que for the day so (hopefully) we can start moving
forward with change order preparation.
Thank you,
Eric
Eric Connor, Construction Engineering Manager
Phone 253-856-5533 1 Cell 253-797-0693
CITY OF KENT,WASHINGTON
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-MAIL
From: Connor, Eric
Sent: Friday,September 27, 2024 10:52 AM
To: Peterson, Kelly<KPetersonPkentwa.g! >
Cc: Barry,Jason <JBarry(@kentwa.gov>
Subject: RE: 2024 Pavement Preservation - Proposed Change Order#1,for Revision 1
Kelly,
Did you get a chance to talk with Chad about this?
Thank you,
Eric
Eric Connor, Construction Engineering Manager
Phone 253-856-5533 1 Cell 253-797-0693
CITY OF KENT,WASHINGTON
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-MAIL
From: Connor, Eric
Sent: Wednesday, September 25, 2024 1:12 PM
To: Peterson, Kelly<KPeterson(@kentwa.F-ov>
Cc: Barry,Jason <JBarry(ZDkentwa.eov>
Subject: 2024 Pavement Preservation - Proposed Change Order#1,for Revision 1
Good Afternoon Kelly,
We have Change Order Worksheet No. 1 for Revision No. 1 on our 2024
Pavement Preservation prepared and ready to submit.
We have excluded all of the work on 132nd Ave SE and S 278th St for the
purpose of this proposed change order. As you may recall, this is the work that
included the additional storm pipe and CB's that we were not able to get
agreeable pricing for.
Our proposed CO amount is $163,222.60 (3.4% of the total contract amount).
The contractor has agreed to honor existing unit prices for all of the work items
included in the revision. Are you okay with the submission of our Change Order
Worksheet and moving forward with this proposed change order amount?
Please let me know if you have any questions or need any additional
information.
Thank you,
Eric
Eric Connor, Construction Engineering Manager
Phone 253-856-5533 1 Cell 253-797-0693
CITY OF KENT,WASHINGTON
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-MAIL
From: Hawkes, Derek<DHawkes0kentwa.gov>
Sent: Monday, September 16, 2024 1:59 PM
To: Hallock,Toby<THallock(@kentwa.gov>; Ghanim, Mazin <MGha0103@kentwa.gQ1>
Cc: Barry,Jason < Ba_r_r_u(&kentwa.gov>; Holcomb, Drew<DHolcomb(@kenJWa.gQv>; Connor, Eric
<EConnor(@kentwa.gov>; Coleman, Matt<MColemani@kentwa.gov>; Brown, Rob
<R Brown Cry ke n twa.gov>
Subject: RE: 2024 Change Order#1- Rev#1
Toby,
Lets you, Drew, Inna and I sit down and relook at this Intersection with respect
to the storm.
Construction, hold tight for now.
Thanks, Derek
From: Hallock,Toby<THal lock Pkentwa.ggv>
Sent: Monday,September 16, 2024 9:02 AM
To: Ghanim, Mazin <MGhanim(@kentwa.gov>
Cc: Barry,Jason <JBarrVPkentwa_gov>; Hawkes, Derek< H wk k n w v>; Holcomb, Drew
< H n v>; Connor, Eric<EConnor(@kentwa.gov>; Coleman, Matt
<MCoIemanCEDkentwa.gov>
Subject: RE: 2024 Change Order#1- Rev#1
Hi Mazin,
As we discussed this morning, if the contractor is unwilling to lower their proposed cost for 8"
Ductile Iron Storm Pipe then we were all in agreement to remove this body of work from Revision 1
and include it in another future project. If the contractor is willing to lower their cost to a more
reasonable amount, please let me know.
Thanks,
Toby
From: Ghanim, Mazin <MGhanimRkentwa,gQv>
Sent:Wednesday,September 11, 2024 11:16 AM
To: Hallock,Toby<THallockPkentwa.gov>
Subject: FW: 2024 Change Order#1- Rev#1
Do you have the revised quantities are for the intersection with the disputed
storm work pricing?
From: Barry,Jason <JBarry(@kentwa.gov>
Sent:Wednesday,September 11, 2024 10:45 AM
To:Ghanim, Mazin <MGhanimf@kentwa.gov>; Connor, Eric<EConnorPkentwa.gav>
Cc: Coleman, Matt<MColemanPkentwa.gov>
Subject: RE: 2024 Change Order#1- Rev#1
Mazin,
You're welcome. On the quantities, please ask Toby (or if you have them?)
what the revised quantities are for the intersection with the disputed storm
work pricing? Please adjust those line item quantities down appropriately on the
CO worksheet. As of now, this location is being totally removed from scope of
work within the Revision.
Thanks,
Jason
Jason Barry, Capita/Projects Supervisor
Construction Management I Public Works Department
220 Fourth Avenue South, Kent, WA 98032
lt!vll Phone 253-B56-5546 I Cell 253-797-8462
jbarryCa)KentWA.gov
www.KentWA.gov
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-
MAIL
From: Ghanim, Mazin <MGhanim rPkentwa.gov>
Sent: Wednesday,September 11, 2024 7:28 AM
To: Barry,Jason<JBarryPkentwa.gov>; Connor, Eric<EConnorpkentwa.gov>
Cc: Coleman, Matt<MCoieman�7g kentwa.gov>
Subject: RE: 2024 Change Order#1- Rev#1
HIJason,
Thank you for reviewing my draft 2024 change order it and make it better.
From: Barry,Jason <JBarry(@kentwa.gov>
Sent:Tuesday,September 10, 2024 12:44 PM
To: Ghanim, Mazin <MGhanim(@kentwa.gov>; Connor, Eric<ECon nor(@ kentwa.gov>
Cc: Coleman, Matt<MColeman(@kentwa.$av>
Subject: RE: 2024 Change Order#1- Rev#1
Hi Mazin,
Finally got a minute to look at this, attached is my reviewed copy.
Eric, do you want to review? It includes everything but the disputed storm
work, ICON has yet to get back on pricing explanation/breakdown. At submitted
costs, I think we all agree it should not be included in added work.
Thanks,
Jason
Jason Barry, Capita/Projects Supervisor
Construction Management I Public Works Department
220 Fourth Avenue South, Kent, WA 98032
8 Phone 253-856-5546 1 Cell 253-797-8462
ibarry(d)KentWA.gov
www.KentWA.gov
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-
MAIL
From:Ghanim, Mazin <MGhanimPkentwa gov>
Sent:Wednesday,September 4, 2024 8:42 AM
To: Barry,Jason<J Barry(@k n w v>
Cc: Coleman, Matt<MColeman(@kentwa.gov>
Subject: RE: Change Order
CAN YOU REVIEW IT.THANK YOU
From: Barry,Jason<JBarr)l(@kentwa.gov>
Sent: Friday,August 30, 2024 8:09 AM
To:Ghanim, Mazin <MGhanlrii(@kpntwa.gov
Subject:Change Order
Here's a copy of one Brian did on the 2022 Overlay project that you can modify.
Thanks,
Jason
Jason Barry, Capital Projects Supervisor
Construction Management I Public Works Department
220 Fourth Avenue South, Kent, WA 98032
Is Phone 253-856-5546 1 Cell 253-797-8462
ibarry@)KentWA.gov
www.KentWA.gov
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-
MAIL