HomeMy WebLinkAbout87-23 RESOLUTIONp4 4AYEI"'
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113 West Mountain Street
Fayetteville, AR 72701
(479) 575-8323
Resolution: 87-23
File Number: 2023-544
CONTRACT AMENDMENT GTS, INC:
A RESOLUTION TO APPROVE AMENDMENT 1 TO THE CONTRACT WITH GTS, INC. IN THE AMOUNT OF
$59,406.31 TO PROVIDE FOR ADDITIONAL MATERIALS TESTING SERVICES FOR THE REPLACEMENT
PARKING DECK, AND TO APPROVE A BUDGET ADJUSTMENT- 2019 CULTURAL ARTS CORRIDOR
BOND PROJECT
WHEREAS, on February 1, 2022 the City Council approved Resolution 37-22 authorizing a contract with GTS, Inc. to
provide materials testing services associated with the replacement parking deck for the Cultural Arts Corridor Phase 1;
and
WHEREAS, this amendment will cover unanticipated items due to unforeseen conditions and additional concrete
pours.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE,
ARKANSAS:
Section 1: That the City Council of the City of Fayetteville, Arkansas hereby approves an Amendment to the contract
with GTS, Inc., a copy of which is attached to this Resolution, in the amount of $59,406.31, to provide for additional
materials testing services associated with the replacement parking deck.
Section 2: That the City Council of the City of Fayetteville, Arkansas hereby approves a budget adjustment, a copy of
which is attached to this Resolution.
PASSED and APPROVED on April 4, 2023
Attest:
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Kara Paxton, City CIe Treasurer
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7
Page 1
CITY OF
POW,
FAYETTEVILLE
ARKANSAS
MEETING OF APRIL 4, 2023
CITY COUNCIL MEMO
2023-544
TO: Mayor Jordan and City Council
THRU: Paul Becker, Chief Financial Officer
FROM: Waylon Abernathy, Bond Projects & Construction Dir
DATE:
SUBJECT: Amendment #1 to RFQ #21-01, Selection #2 with GTS, Inc. in the amount of
$59,406.31 for the remaining materials testing for the replacement parking deck.
RECOMMENDATION:
Staff recommends approval of amendment #1 to RFQ #21-01, Selection #2 with GTS, Inc. in the amount of
$59,406.31 for the remaining materials testing for the replacement parking deck, and approval of a budget
adjustment.
BACKGROUND:
November 2021, Council passed resolution 284- 21 approving Nabholz Inc., contract change
Order for the early grading package for the replacement parking deck.
December 2021, Council passed resolution 309- 21 approving Nabhohz Inc., contract Change
Order for the GMP for the replacement parking deck.
In February 2022, Council passed resolution 37-22 for Materials testing services for the Replacement Parking
Deck.
DISCUSSION:
The amendment is for unanticipated items due to unforeseen conditions and additional concrete pours. There
were several site issues that caused additional site visits. Those included existing foundations, and poor soil
conditions requiring additional soils testing and compaction testing. Additional trips were required due to
concrete sequencing requiring additional pours and testing.
BUDGET/STAFF IMPACT:
$10,000 contingency is being used for partial funding with the remaining amount coming from unallocated
budget for the Arts Corridor Bond Projects.
PURCHASE ORDER DETAIL:
G/L ACCOUNT PROJECT AMOUNT
4608.860.7820-5860.02 46080.7820 10,000.00
4708.860.7820-5860.02 46080.7820 49,406.31
ATTACHMENTS: 2023-544 SRF GTS C01 Parking Deck, 2023-544 BA GTS C01 Parking Deck, 22-11017
Mailing address:
113 W. Mountain Street www.fayetteville-ar.gov
Fayetteville, AR 72701
Arts Bonds Parking Deck Testing Budget Letter
Mailing address:
113 W. Mountain Street www.fayetteville-ar.gov
Fayetteville, AR 72701
City of Fayetteville, Arkansas 113 West Mountain Street
Fayetteville, AR 72701
(479) 575-8323
- Legislation Text
File #: 2023-544
Amendment #1 to RFQ #21-01, Selection #2 with GTS, Inc. in the amount of $59,406.31 for the
remaining materials testing for the replacement parking deck.
A RESOLUTION TO APPROVE AMENDMENT 1 TO THE CONTRACT WITH GTS, INC. IN THE
AMOUNT OF $59,406.31 TO PROVIDE FOR ADDITIONAL MATERIALS TESTING SERVICES
FOR THE REPLACEMENT PARKING DECK, AND TO APPROVE A BUDGET ADJUSTMENT-
2019 CULTURAL ARTS CORRIDOR BOND PROJECT
WHEREAS, on February 1, 2022 the City Council approved Resolution 37-22 authorizing a contract
with GTS, Inc. to provide materials testing services associated with the replacement parking deck for the
Cultural Arts Corridor Phase 1; and
WHEREAS, this amendment will cover unanticipated items due to unforeseen conditions and
additional concrete pours.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
FAYETTEVILLE, ARKANSAS:
Section 1: That the City Council of the City of Fayetteville, Arkansas hereby approves an Amendment
to the contract with GTS, Inc., a copy of which is attached to this Resolution, in the amount of
$59,406.31, to provide for additional materials testing services associated with the replacement parking
deck.
Section 2: That the City Council of the City of Fayetteville, Arkansas hereby approves a budget
adjustment, a copy of which is attached to this Resolution.
Page 1
City of Fayetteville Staff Review Form
2023-544
Item ID
4/4/2023
City Council Meeting Date - Agenda Item Only
N/A for Non -Agenda Item
Wade Abernathy 3/13/2023 FACILITIES MANAGEMENT (140)
Submitted By Submitted Date Division / Department
Action Recommendation:
A resolution to approve an amendment to RFQ #21-01 with GTS, Inc. for Materials Testing for the replacement
parking deck in the amount of $59,406.31, and to approve a budget adjustment.
4608.860.7820-5860.02
4708.860.7820-5860.02
Account Number
46080.7820
Project Number
Budgeted Item? Yes
Does item have a direct cost? Yes
Is a Budget Adjustment attached? Yes
Budget Impact:
Arts Corridor Bonds
Fund
Arts Corridor - Parking
Total Amended Budget
Expenses (Actual+Encum)
Available Budget
Item Cost
Budget Adjustment
Remaining Budget
Project Title
$ 16,903,306.00
$ 11,057,293.38
r-
5,846,012.62
$ 59,406.31
5,786,606.31
V20221130
Purchase Order Number: 2022-181 Previous Ordinance or Resolution # 37-22
Change Order Number:
Original Contract Number
Comments:
1
2022-012
Approval Date:
City of Fayetteville, Arkansas - Budget Adjustment (Agenda)
Budget Year Division Adjustment Number
FACILITIES MANAGEMENT (140)
/Org2
2023
Requestor: Wade Abernathy
BUDGET ADJUSTMENT DESCRIPTION / JUSTIFICATION:
A resolution to approve an amendment to RFQ #21-01 with GTS, Inc. for Materials Testing for the replacement parking deck
in the amount of $59,406.31. (PO 2022-181)
RESOLUTION/ORDINANCE
COUNCIL DATE: 4/4/2023
ITEM ID#: 2023-544
Noll y Black
317312023 2:32 P/YI
Budget Division Date
TYPE: D - (City Council)
JOURNAL#:
GLDATE:
CHKD/POSTED:
TOTAL
Account Number
- -
increase/ (Decrease)
Expense Revenue
Project.Sub#
Project Sub.Detl AT
v.2023223
Account Name
4708.860.7999-5899.00
(49,407) -
46080
7999 EX
Unallocated - Budget
4708.860.7820-5860.02
4608.860.7820-5911.99
49,407 -
(10,000) -
46080
46080
7820 EX
7820 EX
Capital Prof Svcs - Engineering/Architecture
Contingency - Capital Project
4608.860.7820-5860.02
10,000 -
46080
7820 EX
Capital Prof Svcs - Engineering/Architectur<
1 of 1
1915 North Shiloh Drive, Suite 1 Licensed:
Fayetteville, Arkansas 72704 Arkansas • Arizona • Kansas • Kentucky GTS, Inc.
Office: (479) 521-7645 Louisiana • Missouri • Oklahoma • Texas cac Eachn;car a Testing Services
www.gtsconsulting.net
March 10, 2023
City of Fayetteville
113 W. Mountain Street
Fayetteville, Arkansas 72701
Attn: Mr. Wade Abernathy
Re: Construction Materials Testing and Special Inspections Testing Budget
Arts Corridor — Bond & Parking
Fayetteville, Arkansas
GTS Project No. 22-11017
Mr. Abernathy:
This letter is issued as an update to GTS's budget for the above referenced project. The original
proposal was issued for GTS's testing and inspection services for $100,780.00. Through GTS's
most recent invoice dated November 2022, the total amount billed for this project by GTS is
$100,200.74. Additional fees have been accrued since our last invoice in the amount of
$42,335.57 bringing the total cost of fees to $142,536.31 to date. A summary concerning the
unanticipated overages and anticipated additional fees related to this project is provided below.
SUMMARY OF UNANTICIPATED ITEMS
The unanticipated increased fees can be attributed to the increased number of site visits
requested for technician and engineering staff and added time on site during these site visits
during the course of construction. Additionally, additional site visits resulted in sampling of
additional test cylinders and performing laboratory tests on concrete specimens due to the
increased number of pours. Details regarding these items are outlined on the following pages.
Earthwork
At the start of construction, the earthwork contractor performed mass site grading operations in
very small sections using smaller equipment than what we typically see and experience in
commercial earthwork operations. Sections of the building pad were mass site graded in small
quadrants before moving to a new section. This ultimately resulted in added trips for our staff to
observe conditions and perform density backfill testing.
Furthermore, during site grading, several remedial site visits were made to the site by
engineering staff due to poor soil conditions and the existing trash fill present on -site at
�( undercuts depths. Remedial work associated with portions of the trash fill resulted in
undercutting and utilizing geosynthetics and base rock to stabilize the site soils. These items
resulted in additional fill material being placed and added density trips to the project site.
Geotechnical Engineering I Construction Materials Testing I Environmental Due Diligence
City of Fayetteville
Arts Corridor — Bond & Parking
Fayetteville, Arkansas
GTS Project No. 22-11017
Page 2 of 6
Structural Concrete Columns and Walls
GTS, In c.
Geatechnicat & Testing Services
During concrete construction for the columns, the concrete contractor did not have
availability of taller column forms at the start of the project. Specifically, the contractor was only
pouring 1-3 columns per pour versus the anticipated 6-8 columns. This resulted in increased
visits (5 times the budgeted number) to inspect reinforcing steel and perform concrete testing for
the ground tier columns and walls as well as the columns located at tiers 2 through 6.
Additionally, ground level wall concrete placement pours were conducted in 10 pours versus the
budgeted 4 resulting in increased site visits.
The added number of trips for concrete testing has resulted in increased trips to retrieve cured
cylinders the day after concrete pours and has also resulted in added test specimens. In all,
GTS has cast 1,332 test specimens compared to the budgeted 949 cylinders.
A summary of the budgeted versus actual pours is presented below in Table 1.
Table 1: Budgeted Pours vs Actual Pours per Level for Columns and Walls
Areas
Level
Pours Per Level
27
Budgeted �
5
Overage
22
Level
13
4
9
Level
9
4
5
Level
7
4
3
Level
5
4
1
Level
6
4
2
Ground level walls
10
4
6
Total Pours
50
24
26
PT Slabs
Additional trips and time was also incurred for pre -pour post -tension inspections due to
incomplete work specifically related to partial installation of reinforcing steel and post -tension
cables. GTS performed additional "reinspection" trips after hours (between midnight-2:00 am)
immediately prior to concrete pours to observe completed and work corrected items prior to
concrete placement. All PT slab pours required reinspections with the exception of 2 placement
pours.
Added time was spent beyond what was budgeted for stressing operations. GTS observed
tensioning device equipment malfunctions and equipment pump issues related to the cold
weather. In these instances, stressing occurred a period of several days versus the budgeted 1
Geotechnical Engineering I Construction Materials Testing I Environmental Due Diligence
City of Fayetteville
Arts Corridor — Bond & Parking
Fayetteville, Arkansas
GTS Project No. 22-11017
Page 3 of 6
GTS, In c.
Geatechnicat & Testing Services
day of stressing per slab pour. Additionally, GTS performed 2 additional inspections to observe
"lift off' PT cables as directed by the structural engineer to verify recorded elongations.
Guardrail Strand Stressin
Since late January of 2023, GTS has been observing stressing of the guardrail cabling. GTS
has conducted 13 trips resulting in approximately 73 hours of staff time associated with the
guard rail stressing. The increased time is due to a number of factors. A quick general summary
of several contributing items is presented below:
1) The complexity of the stressing sequence per the shop drawings is much greater than
what was anticipated per the structural drawings. GTS notes the shop drawings were not
available during developing our initial budget.
2) Added on -site time was required due to the contractor not performing stress sequencing
correctly. GTS provided additional oversight and monitoring during stressing operations.
3) Stressing operations extended over a duration of 2 months and resulted in additional
trips to complete work.
In summary, trips and additional lab testing are presented in Table 2 below.
d and Lab Testing Services
Density Testing
Units
Trips
Budgeted
Quantity
18
•
32
—Overage
14
Proofrolls/Sub rade Evaluation
Trips
5
13
8
Reinforcing Steel Inspections
Trips
33
57
24
Fresh Concrete Testing
Trips
73
123
50
Post Tension Slab Inspections/Tendon
Stressing
Trips
22
47
25
Concrete Test Cylinders
each
949
1,332
383
Guardrail Strand Stressing
Hours
40
72.76
32.76
Cancelled Onsite Technician
Trips
0
9
9
Cancelled Onsite Engineering
Trips
0
6
6
Further, multiple instances have occurred on days GTS was scheduled by the contractor to be
onsite for testing or inspections, we were notified by the contractor upon arrival that the testing
and or inspections were cancelled. The fees associated with these cancellations were not
accounted for in our original proposal are presented in Table 3 below.
Item
cancelled site visits - tech
Trips �
9
Fees
$ 133.00
Total
$1,197.00
cancelled site visits -
engineer
6
$ 170.00
$1,020.00
total
$2,217.00
Geotechnical Engineering I Construction Materials Testing I Environmental Due Diligence
City of Fayetteville
Arts Corridor — Bond & Parking
Fayetteville, Arkansas
GTS, In c.
GTS Project No. 22-11017
Page 4 of 6
Geatechnica! &Testing Services
REMAINING WORK
Upon review of the work remaining, GTS estimates the following trips and tests will be required
to complete this project as outlined below:
Site Work
Site work associated with the drives, pavements and hardscapes is incomplete at this time. The
following testing is anticipated for these areas:
• 7 trips for density testing
• Commercial driveway on the west side of the site — 1 trip and 1 set of cylinders
• Colonnade Sidewalk — 3 trips and 3 sets of cylinders
• Sidewalk along the South Side of Building - 2 trips and 2 sets of cylinders
• Curb and Gutter — 3 trips and 3 sets of cylinders
• Transformer Pad and Dumpster Pad — 1 trip and 1 set of cylinders
• Storm Inlet structures — 2 trips
• 8 trips to retrieve cured cylinders on days GTS is not already on -site
Based on the above, we estimate a total of $4,700 site work testing associated with the
pavements, sidewalks and hardscapes.
Stair Towers and CMU Work
Construction has recently started at the elevator tower and work is incomplete at the stair tower.
We anticipate the following trips related to structural steel inspections and CMU inspections and
testing:
• North Stair Tower: Structural Steel Observations - 2 trips
• South Stair Tower: HSS Weld Connections and Structural Steel Observations - 2
trips
• Colonnade Structure: Welded Connections and Structural Steel Observations — 3
trips
• South Stair Tower - low -lift -grouting resulting in 3 grout lifts per pour. GTS to
inspect rebar prior to grout placement resulting in 7 tiers and the roof level with
24 trips
• Estimate 1 set of grout prims per tier — 8 total grout sets
• Tier 3 West CMU Walls 4 trips to inspect masonry construction and reinforcing
steel
• 1 sample of grout obtained for grout prisms
Based on the above, we estimate a total of $12,350 for testing and inspections associated with
the stair towers.
Geotechnical Engineering I Construction Materials Testing I Environmental Due Diligence
City of Fayetteville
Arts Corridor — Bond & Parking
Fayetteville, Arkansas
GTS Project No. 22-11017
Page 5 of 6
Cable Barrier Strands
GTS, In c.
Geatechnicat & Testing Services
Stressing for the cable barrier strand is nearly complete. GTS is waiting on direction from the
design engineer for a remaining section that is planned to be stressed in the coming weeks. We
anticipate 2 site visits spending 2-4 hours per visit to observe the remaining cable barrier strand
stressing.
Total for remaining fees for observing stressing for the barrier strands is estimated to be $600
for cable barrier strand stressing.
Presented below is a summary of the unbilled services and remaining testing fees associated
for work on this project:
Item
Unbilled Work to Date
Totals
$42,335.57
Anticipated Remaining Work (in original scope, added barrier
strand stressing)
$17,650
Total fees invoiced to date
(work through November 2022, includes Invoice #22-11-0145)
$100,200.74
Total
$160,186.30
Purchase Order # 202200000181 Amount
$100,780
Difference
$59,406.31
Requested Change Order Amount
$59,406.31
Please let us know if we need to amend our testing frequency's or adjust estimated schedules
for the remaining work. If no changes are needed, we are kindly requesting a change order be
considered in the amount of $59,406.31 be applied to our original Purchase Order.
Geotechnical Engineering I Construction Materials Testing I Environmental Due Diligence
City of Fayetteville
.Arts Corridor — Bond & Parking
Fayetteville, Arkansas
GTS Project No. 22-11017
Page 6 of 6
GTS, Inc,
G.etsch.;..iA resting ssrv/cvs
Feel free to contact us if you have further questions or would like to discuss the information
presented within this letter.
Sincerely,
GTS, Inc.
Geeeechnicel B Testing Services
�—
Jason Williams, P.E.
Project Engineer
P.E.
Geotechnical Engineering I Construction Materials Testing I Environmental Due Diligence