HomeMy WebLinkAboutReg 2003-04-21 Item 4C - Agreement - Change Order for Additional City Hall Repair Work with Nordic Construction for $24,500COUNCIL AGENDA SYNOPSIS
Meeting Date
4/21/03
Initials ITEM NO.
Prepared by 1 Mayor's review 1 Council review 1
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CAS Number: 03-052 I Original Agenda Date: April 21, 2003
Agenda Item Title: City Hall NE Entry and Lunchroom Deck Change Order with Nordic Construction, Inc.
I Original Sponsor:
I Timeline:
Sponsor's Summary:
Recommendations:
'Sponsor:
Committee:
Administration:
Cost Impact (if known):
Fund Source (if known):
Meeting Date
4/21/03
Meeting Date
4/21/03
Council
ITEM INFORMATION
Admin. Public Works
Significant additional repair work was required at the NE Entry and the lunchroom deck at
City Hall. The four items included the inability to re- utilize the expensive siding, insulate a
discovered fire sprinkler line, replace a rotted main support beam on the deck, and reinstall
gutters. The original contract was for $9,000 and the additional work totaled $24,500 bringing
the contract to $33,500.
Authorize the Mayor to sign Change Order No. 1 with Nordic Construction, Inc.
Forward to Regular Consent Agenda
Same as Sponsor
$24,500.00 bringing the total contract to $33,500.00
Facilities 303 Fund
RECORD OF COUNCIL ACTION
Action
APPENDICES
Attachments
Information Memo dated February 26, 2003
Change Order No. 1 with Exhibits
Utilities Committee Meeting Minutes from April 8, 2003
To: Mayor Mullet
From: Public Works Director
Date: February 26, 2003
Subject: City Hall Northeast Entry and Lunchroom Deck Entry
Additional "Force Account" Work
ISSUE
During the replacement of City Hall entries, additional work was required.
BACKGROUND
Item 1
The initial repair plan by the low bidder was to re- utilize the expensive 1 x 4 tongue and groove siding
as much as possible. This turned out to be impractical given the brittleness of the material and the
amount of decay on the backside of the assembly, both in the northeast planter where it was subjected
to summer irrigation and at the lunchroom deck where a previous repair had been done with an early
form of water absorbing oriented strand board.
Item 2
During the repair of the northeast entry, we discovered a hidden fire sprinlder main line in the wall
cavity which needed to be maintained.
Item 3
During the repair of the lunchroom entry wall, we discovered that the main 8" x 12" x 24' support
beam for the deck was badly rotted and infested with insects to the point of being a structural hazard.
Item 4
During the course of the 1998 roof replacement, an important gutter /soffit detail was eliminated making
it difficult to reinstall the chain drop for the popular downspout detail.
ANALYSES/ALTERNATIVES/RECOMMENDATIONS
Item 1
INFORMATION MEMO
Analvsis
Both the problem areas are exposed to the elements outside of the roof protection. As it turned out, the
failing lunchroom wall had been repaired before. The practice of protecting all edges and all faces of
the 1 x 4 tongue and groove siding with preservative, stain or primer paint was not done in addition to
the replacement of the original untreated plywood with a worse water absorbing material OSB. The
subsequent exterior paint layers versus the original penetrating stain allowed the build up of moisture
inside the siding and wall interior.
Mayor Mullet
Page 2
February 26, 2003
Alternatives
While it appeared at first to be a viable plan to salvage the very expensive siding, it was soon apparent
that it was not an option. The substrate needed to be replaced with pressure treated plywood over new
pressure treated framing and where the framing could be reused was slathered with preservative
products. The only way to extend the life of the siding is to increase the life cycle by individually
cutting and double prime each piece prior to installation. This is a painstaking process. We added
venting to the interior cavity to further enhance the longevity. This with the new wide flange sheet
metal cap should provide the protection to "not" do this expensive repair again within the foreseeable
future.
Recommendation
Accept the additional cost to use new material and extra care of pre installation priming and
installation. Estimated cost $9,000.00.
Item 2
Analysis
Much to our maintenance staff's surprise during the rework of the entry, a 4" main fire sprinkler for
the upstairs ceiling sprinkler system was found to exit the bottom floor ceiling and to extend on the
outside of the building in a hollow cavity formed by the entry. The pipe was not insulated by a pipe
jacket but the cavity wall was. While we have had trouble in the past with frozen pipes in the soffit
areas fed from this pipe, we elected to enhance the cavity insulation and maintain the warm building air
access into that space to keep this vital fire suppression system operative.
Alternatives
The pipe is in a very difficult location to monitor and repair if damaged. As with the live sprinkler line
throughout the city hall soffit area, which on occasion has frozen and broke, a variety of prevention
methodologies have been considered. The maintenance and introduction of warm building air has been
the solution versus the installation of pipe insulation (as the water is not loop fed) and the installation of
heat (trace) wire (which to meet the Fire Code would need to be served by the emergency generator,
well beyond its capacity).
Recommendation
Insulate the cavity as best possible and maintain building heat flows into the cavity. Estimated cost
$1,000.
Item 3
Analysis
After we had the opportunity to work under the deck area, we discovered that while the outward
appearance of the large beam was good, when you proceeded to drill a hole through it, it was a mere
shell of about 1" of good wood. Someone in the past had shored up the beam with an interim post and
temporary footing block; however, the decay and insect migration continued to compromise the main
support of the deck.
Mayor Mullet
Page 3
February 26, 2003
Alternatives
The deck surface of western red cedar is in good condition having been replaced in the more recent
past. The 2 x 12 joists are still satisfactory except in a few areas and would be appropriate to replace
or double up with pressure treated members when the beam is removed. To replace the 8" x 12" x 24'
beam with anything other than a wood preservative treated beam would not be prudent. The length of
24 feet would require a glue lam beam and to be treated, which would be a special order and take much
time. A steel beam was considered; however, like the glue lam beam would weigh 400 to 6001bs. and
may necessitate the removal of the deck and joist. Another option which would not require the deck
complication and avoided the weight problems was the installation of pressure treated 2 x 12's
sandwiched together to form a substitute beam. This option was reviewed and accepted by the Building
Department. Work includes construction of a temporary wall to support the deck during beam removal
and replacement.
Recommendation
Replace 800 lbs. of rotted beam with composite beam and where necessary bolster the joists with
treated "sisters." On joist to remain, slather wood preservative treatment to thwart decay and critters
to point saturation several times. Estimated cost $12,000.
Item 4
Analysis
Fabricate and install replicas of the original downspout grabber to fix the new gutter downspout detail.
This component must be strong enough to support the weight of the chain and thwart lateral movement
of the chain in wind or act of vandalism.
Alternatives
During the 2002 installation of new round downspouts and chain drops, the previously restored
"grabber" had been discarded. With the new downspouts and chain assemblies, it was soon apparent
that the weight of the chain and potential motion would damage the gutter. The discarded grabbers
were for a different downspout shape and too few. The new grabbers had to be redesigned for a
different connection to building as the 1998 roofing project changed the gutter location.
Recommendation
Fabricate, apply numerous coats of primer and finish coats to match existing and install to secure
downspouts. This will require a rental lift to access high and difficult locations. Estimated cost
$2,500.
attachments: Modification Proposals and Details
CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 1 DATE: 2/26/2003
SHEET 1 OF 1 PROJECT NO.: 02 -BG12 CONTRACT NUMBER: 03 -030
PROJECT NAME: City Hall Entries
To: Nordic Construction, Inc. Contractor You are hereby directed to make the herein described
changes to the plans and specifications or do the following described work not included in the plans and
specifications on this contract:
NOTE: This change order is not effective until approved by the "Owner
Conditions: A. The following change, and work affected thereby, are subject to all
contract stipulations and covenants.
B. The rights of the "Owner" are not prejudiced; and
C. All claims against the "Owner" which are incidental to or as a consequence
of this change are waived.
CHANGE:
See attached modifications proposal details
Change in contract price: Increase of 24,500.00
Adjusted Contract Amount 33,500.00
By reasons of' this order, the time of completion will be adjusted as follows: 30 days
We the undersigned Contractor, have given careful consideration to the change proposed and hereby
agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may
otherwise be noted above, and perform all services necessary for the work above specified, and will accept
as full payment therefore the prices shown above and below.
ACCEPTED: Date 3 `1 D 3 Contractor: Nordic Construction, Inc
By Title PYest 8e n-E
Original Contract 9,000.00 APPROVED BY THE CITY OF TUKWILA
Previous Change Order 0.00 Date
This Change Order 24,500.00
YCJR
REV. CONTRACT AMOUNT 33,500.00
ORIGINAL: City Clerk (1 of 2)
Contractor (2 of 2)
CC: Finance Department (w /encumbrance
Construction Inspector Construction Engineer File:
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I. PROPOSAL REQUEST
CITY OF TUKWILA
MODIFICATION PROPOSAL NO 1
SHEET I OF I DATE: l2-- 7 )0 ff
PROJECT NAME: NA-Ot t-e -..C` 9Zth-E
CONTRACTOR: G hd r14-CTLA
II. CONTRACTOR'S PROPOSAL
(Agreed) or Maximum) Cost:
(Agreed) or Maximum) Credit
Time Extension (if required)
Authorized Contractor's Signature
PROJECT NO.:
BUDGET NO.
CONTRACT NUMBER:
Asivfep
Please furnish your proposal for executing the following changes to make the herein described changes to the
plans and specifications or do the following described work not included in the plans and specifications on
this contract:
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REASON FOR
CHANGE: (SQ -lx. N,c!&OIC. OA.A—tft jA i'7. at 14(.4- $tTthcas.
Date
III. CONSULTANTS REVIEW
We have examined the foregoing proposal and find the cost reasonable an recommend its acceptance.
Consultant's Signature Date
Proposal Rejected:
IV. OWNER ACCEPTANCE:
The Owner hereby accepts the foregoing proposal, pending review and approval of detailed costs and
preparation of a formal change order. This acceptance (does) (does not) constitute a FIELD ORDER to
proceed immediately with the modification
Owner Representative Signature: Date
NOTE: This Modification Proposal is not effective until approved by the "Owner
Conditions: A. The following change, and work affected thereby. are subject to all contract stipulations and covenants. B. The riehts of the "Owner' are not
prejudiced: and C. All claims against the "Owner' which are incidental to or as a consequence of this change are waived.
Copy Distribution ORIGINAL and copy to: Contractor. 1 copy to Consultant,I copy to Construction
Inspector. 1 copy to Construction Engineer
File:
CITY OF TUKWILA
MODIFICATION PROPOSAL NO. 7, PROJECT NO.:
SHEET 1 OF 1 DATE: 1— (9 BUDGET NO.
f �i t CONTRACT NUMBER:
L t T 1�
PROJECT NAME: "14
CONTRACTOR: N ,-,ca,,C i vN c.
I. PROPOSAL REQUEST 60
Please furnish your proposal for executing the following changes to make the herein described changes to the
plans and specifications or do the following described work not included in the plans and specifications on
this contract: n� t
CHANGE: 1�xiVtt PI?UC �2 tT'f -Q e X`2- G cri eR'li'1t
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REASON FOR
CHANGE: t.4.44 t(-C LA-1'L 01 S C_s, ifiz- Y7
II. CONTRACTOR'S PROPOSAL
(Agreed) or Maximum) Cost:
(Agreed) or Maximum) Credit
Time Extension (if required)
Authorized Contractor's Signature
t tTh-c -S
Date
III. CONSULTANTS REVIEW
We have examined the foregoing proposal and find the cost reasonable an recommend its acceptance.
Consultant's Signature Date
Proposal Rejected:
IV. OWNER ACCEPTANCE:
The Owner hereby accepts the foregoing proposal, pending review and approval of detailed costs and
preparation of a formal change order. This acceptance (does) (does not) constitute a FIELD ORDER to
proceed immediately with the modification
Owner Representative Signature: Date
NOTE: This Modification Proposal is not effective until approved by the "Owner".
Conditions: A. The following change. and work affected thereby. am subject to all contract stipulations and covenants. B. The rights of the "Owner" are not
prejudiced; and C. All claims against the "Owner" which am incidental to or as a consequence of this chanee are waived.
Copy Distribution ORIGINAL and copy to: Contractor. I copy to Consultant,' copy to Construction
Inspector, 1 copy to Construction Engineer
File:
Permit #D02-370
THIS SET OF APPROVED I LAp3,
MUST BE ON THE JOB AT ALL
TilVIES DURING CONSTRICTION.
Ff!S BUILDING IS NOT TO BE
OCCUPIED UNTIL AFTER (FINAL
INSPECTION APPROVAL QY THE
TUXWFLA BUILDING DIUISION12
DEPARTMENT OF COMMUNITY DEVeCOPR ENT
CITY OF TUKWILA
MODIFICATION PROPOSAL NO. 2 i
SHEET 1 OF 1 DATE:
PROJECT NAME: C It k1 t✓ 5 (11
A-1, CONTRACTOR: -1,4.0 C.�st., t r-tc_
I. PROPOSAL REQUEST
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PROJECT NO.:
BUDGET NO.
CONTRACT NUMBER:
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Please furnish your proposal for executing the following changes to make the herein described changes to the
plans and specifications or do the following described work not included in.the plans and specifications on
this contract: GalLIVAWL)
CHANGE: I N S LI LkfD u7 iii -fr+ C QJw� tJL Ov�/L lc 2 014
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REASON FOR
CHANGE: 64;i44ifl O (*DT Q (Zgt,ls -OS Wlr A-f G,L.t° C ')l.iZ 'z-
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II. CONTRACTOR'S PROPOSAL
(Agreed) or Maximum) Cost:
(Agreed) or Maximum) Credit
Time Extension (if required)
Authorized Contractor's Signature Date
III. CONSULTANTS REVIEW
We have examined the foregoing proposal and find the cost reasonable an recommend its acceptance.
Consultant's Signature Date
Proposal Rejected:
IV. OWNER ACCEPTANCE:
The Owner hereby accepts the foregoing proposal, pending review and approval of detailed costs and
preparation of a formal change order. This acceptance (does) (does not) constitute a FIELD ORDER to
proceed immediately with the modification
Owner Representative Signature: Date
NOTE: This Modification Proposal is not effective until approved by the "Owner
Conditions: A. The following change. and work affected thereby. are subject to all contract stipulations and covenants. B. The ri_shts of the "Owner" are not
prejudiced: and C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived.
Copy Distribution ORIGINAL and copy to: Contractor. 1 copy to Consultant,1 copy to Construction
Inspector, 1 copy to Construction Engineer
File:
Downspout Grabber
Utilities Committee
April 8, 2003
Present: Pam Linder, Chair; Joan Hernandez, Dave Fenton
Jim Morrow, Frank Iriarte, Brian Shelton, Ryan Larson, Gail Labanara, Tom
Pulford, Lucy Lauterbach
1. Public Works Trust Fund Loan The City submitted a $100,000 loan request to the Public
Works Trust Fund (PWTF). They have received that loan, and the City is being asked to accept
it. It will be used along with CDBG block grant funding to design the needed drainage
improvements in Cascade View. They hope to get a loan to do construction next year. Ryan
drove to Olympia to turn in the loan application, finding out later he had even more time to do it.
Ryan gave information about his other project, TIB, which is going well. There have been some
complaints about debris on and off the road, and the work being done for storm water lines. The
work for the storm drains is 70% complete. When that's done, the power lines will go in.
Recommend City accent 5100.000 PWTF loan.
2. GIS -based Infrastructure Inventory Public Works has agreed to a contract with Perteet to
do a global positioning study of the area north of S. 115` in Allentown, including Ryan Hill and
East Marginal Way. The annexed areas of the city don't have good drawings of the
infrastructure, and it makes building difficult for contractors. It will also let our crews know
where the outfalls and catch basins are for maintenance. $100,000 in funding will come from the
303 (Facility maintenance) fund and $169,715 will come from Surface Water. Dave asked if
connectivity could be part of this study, and was told it could not be as they're looking for metal
pipes only. A year ago the city called for consultants to present the information they would
gather in a study like this, and Perteet was the clear winner. The only disadvantage of doing this
is that it costs $269,715, and is only a small portion of the whole city. Move authorization for
contract with Perteet engineering to provide infrastructure inventory to Regular Meeting.
3. Lower City Hall Entrance Work The northwest entrance to city hall with the deck is rotted
and falling apart. The low bid did not include all the work that eventually needed to be done. It
turned out that with the change orders, the eventual cost equaled the two higher bidders. What
was first thought to be a small improvement turned in to a much larger job, with rot, previous
cheap work, and insect damage all beyond what was known up- front. The project will be paid
out of the 303 facility improvement fund. Dave and Joan wanted to know how this would affect
the project of updating Council chambers. Jim M explained that there is a list of action items, a
list of design items, and a list of needed but not scheduled items. The Council chamber is at the
top of the design list. Another item Jim mentioned was the possibility of hiring a reliable and
decent painting firm to do city projects for a year. Though it would cost more, it would result in
higher satisfaction with painting jobs rather than relying on low bids that often do unsatisfactory
work. Recommend change order to Council for approval.