3rd Change Order 04/03/2017INTEROFFICE MEMORANDUM
TO: PAM HANCOCK - CLERKS
FROM: BREANNE ERICKSON - ENGINEERING
SUBJECT: CHANGE ORDER #3 — CARD SOUND BRIDGE REPAIR
DATE: 4/5/17
CC:
Enclosed is one (1) original signature copy of Change Order #3 to the Contract with
Coastal Gunite Construction Co. for the Card Sound Bridge Repair Project. This change
order was approved by the County Administrator on April 3, 2017.
If you have any questions, feel free to contact me at extension 4427.
MEMORANDUM
TO: Board of County Commissioners
From: Sheryl Graham
Acting County Administrator
Date: April 3, 2017, 2017
RE: Change Orders
Attached is a proposed Change Order #3 Coastal Gunite Construction Co., Card Sound
Bridge Repair Project, for a time extension of 15 days. The Contract Sum will be
increased by $61,230.38. The date of Substantial Completion as of the date of this
Change Order therefore, is August 10, 2017.
According to Ordinance 026-1998 adopted by the Board of County Commissioners,
proposed change orders are to be presented to members of the Board of County
Commissioners at least 24 hours prior to approval, assuming they are within the
Administrator's prescribed limits. Change orders not within the Administrator's authority
are placed on the BOCC agenda.
Sfieryl Graham
Acting County Administrator
86-e.rv( �i r� aV�
PriAt Name
SG/gg
MONROE COUNTY ENGINEERING
CONTRACT CHANGE ORDER
PROJECT TITLE: Card Sound Bridge Repair Project
CHANGE ORDER NO: 3
INITIATION DATE: 3/28/17
TO CONTRACTOR: CONTRACT DATE: 1/20/16
The Contract is changed as follows:
The original Contract Sum.....................................................................$2,969,512.25
Net change by previously authorized Change Orders.....................................$726,253.85
The Contract Sum prior to this Change Order was......................................$3,695,766.10
The Contract Sum will be changed by this Change Order ..................................
$61,230.38 •
The new Contract Sum including this Change Order is.................................$3,756,996.48
The Contract Time will be increased by............................................................15
days
The date of Substantial Completion as of the date of this Change Order is ..............
8/10/17
Detailed description of Change Order:
This Change Order is the result of a cracked fender pile that was discovered while performing spall repairs
as slated for in the original bid items. The method of repair has been approved by the Engineer of Record
(EOR) and the cost of $61,230.38 to perform the repair has been approved by the Construction
Engineering and Inspection (CEI) consultant. The contract time has increased 15 days in order to perform
this work.
This Change Order is 2.1% of the original contract amount.
CONTRACTOR:
C staI Gunite Constr ction C G Date
ENGINEERING SERVICES DIRECTOR: V2
.t6dith S. Clarke P.E. Date
COUNTY ADMINISTRATOR: 3 --4/
Acting County Ailiniffi-sFr-aTo—f 1pap
PARSONS
BR/NCKERHOFF
One Penn Plaza
New York, NY 10119
Main: +1-305-872-8445
www.pbwodd.com
March 13, 2017
Mr. Clark Briggs
Monroe County Engineering
1100 Simonton St. Rm 216
Key West, Fl. 33040
Card Sound Bridge Repair Project
Subject: Change Order No. 3 Concurrence
Financial Project No.: 431917-1-3801
FDOT Contract No.: G0320
Dear Mr. Briggs:
Coastal Gunite Construction Company discovered a cracked pile on Fener Pile 1-1 of the North
Fender (which is a battered pile). It was slated for spall repair in the original contract documents, however
its condition was determined to warrant splicing during the initial survey of the fender system. While
performing disassembly and demolition activities on the pile, it was discovered that there is a break in the
pile approximately two feet below the mudline. Water depth at this location is approximately 13'. This
break runs the perimeter of the pile consists of an approximately 4"-6" void. The repair method to
perform an underwater splice was reviewed and approved by the EOR.
Parsons Brinkerhoff has reviewed the contractor's submittals and concurs with the proposed
change order in the amount of $61,230.38
Sincerely,
PARSONS BRINCKERHOFF
f
Keith Duke
Project Administrator
cc: Pomsit Chakkaphak P.E.
DCN: PBA-CO045
PB File: 101.2
rA
COASTAL GUNITE CONSTRUCTION COMPANY
February 14, 2017
Mr. Keith Duke
Project Administrator
WSP/Parsons Brinkerhoff
9501 Overseas Highway
Marathon, FL 33050
RE: Card Sound Bridge Repair, Monroe County, FDOT Contract No. G0320, FPID 431917-1-3801
Dear Mr. Duke,
Pile 1-1 of the North Fender System has been discovered to have a full fracture in the pile at the mudline. The
current scope of the Contract only addresses fender pile repairs at or above the waterline. Conditions for this
pile are different and require an alternate repair procedure not included in the current contract.
Coastal Gunite requests a Change Order in the amount of $61,230.38 to perform repairs to North Fender Pile I-
1 as follows:
• Demolish and remove the existing pile at the fracture point near the mudline. Dispose of removed
pile per regulations.
• Dowel into the remaining portion of existing pile underwater and install structural steel per the pile
splice plans depicted on Fender System Repair drawing sheet B1-28.
• Install removable formwork and series of ports along the length of the pile for underwater pumping.
Pile dimensions, length to be re -built to original dimensions.
• Fill formwork with jacket filler material per FDOT Specification 457 for structural pile jackets,
pumping from the lowest port first. Concrete will displace water in formwork, contaminated
concrete/displaced water will be purged and collected for proper disposal.
• Cure formed pile for a minimum of 96 hours before removing any external bracing and formwork.
We further request an additional 15 days be added to the Contract Time for the project. Please see attached price
breakdown and documentation to support this request.
Please contact me should you have any further questions.
Sincerely,
Martin Emmrich
COASTAL GUNITE CONSTRUCTION COMPANY
HOME OFFICE SOUTHEAST REGION
16 WASHINGTON STREET 1001 THIRD AVENUE WEST
POST OFFICE BOX 977 SUITE 300
CAMBRIDGE, MARYLAND 21613 BRADENTON, FLORIDA 34205
410.228.8100 FAX: 410.228.8589 941.744.5500 FAX: 941.744.9880
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
WORK ORDER
700-010-80
CONSTRUCTION
04/11
Supplemental Agreement No.* CO#3 Work Order No.**
Fin Proj. ID NA Contract No.
F.A.P. No. 431917-1-3801 Road No. Card Sound Road CR#905A
Contractor Coastal Gunite Construction Company
Page 1 of 2
Date 13-2-2017
DESCRIPTION OF WORK:
Pile 1-1 of the North Fender System has been discovered to have a full fracture in the pile at the mudline. The current
scope of the Contract pile splice repair is for splices at or above the waterline. Conditions for this pile are different and
require an alternate repair procedure. See Sheet 2 of 2 for complete description of work.
REASON:
Pile 1-1 of the North Fender (which is a battered pile) was slated for spall repair in the original contract documents,
however its condition was determined to warrant splicing during the initial survey of the fender system. While performing
disassembly and demolition activities on the pile, it was discovered that there is a break in the pile approximately two feet
below the mudline. Water depth at this location is approximately 13'. This break runs the perimeter of the pile consists of
an approximately 4%6" void.
Revised Plan Sheet Nos.
Granted time due to delays to controlling items of work shown on approved work schedule: 0 days
TOTAL COST OF WORK: $61,230.38.00 Premium Cost': $0.00
Amount to be paid from Lump Sum Contingency S.A. or Pay Item shown above: $0.00
Work described results from a Design Error or Omission: ❑Yes ®No
*N/A when funding by contingency pay item
**Number Work Orders on a Contingency Pay item sequentially beginning with 01, 02, 03, etc.
For each subsequent Contingency Supplemental Agreement (CSA) restart the numbering of the Work Orders on that CSA
sequentially beginning with 01, 02, 03, etc.
❑ Costs negotiated; work sheets documenting negotiated costs and basis for costs attached.
OR
® Costs based on actual costs plus mark-ups as shown in above referenced Contingency Supplemental Agreement;
work sheets itemizing costs attached.
If, prior to execution of this Work Order, the Department has not issued a Notice to Proceed to the Contractor for the work
outlined herein, execution of this document by the Department shall serve as the Notice to Proceed.
The Department and the Contractor agree that the contract time adjustment and sum agreed to in this document
constitute a full and complete settlement of the matters set forth herein, including all direct and indirect costs for
equipment, manpower, materials, overhead, profit, and delay relating to the issues set forth in this document
Contractor Signature
FDOT or CCEI
Approved:
FHWA
Printed Name:
Title:
Date:
Printed Name:
Title:
Date:
Date
FHWA Participation
Non -Participation _
1 Premium Cost is defined as additional cost which would not have been incurred if the work described herein had been included in the original contract
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 700-010-80
WORK ORDER CONSTRUCTION
oar„
2 Attach reasons justifying FHWA participation
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 700-010-80
WORK ORDER CONSTRUCTION
oar„
Supplemental Agreement No.*CO#3 Work Order No.**
Fin Proj. ID Contract No.
F.A.P. No. 431917-1-3801 Road No. Card Sound Road CR#905A
Contractor Coastal Gunite Construction Company
DESCRIPTION OF WORK (continued):
Page 2 of 2
Date 3/2/2017
-Demolish and remove the existing pile at the fracture point near the mud line. Dispose of removed pile.
• Dowel into the remaining portion of existing pile underwater and install structural steel per the pile splice plans depicted on
Fender System Repair drawing sheet B 1-28.
• Install removable formwork and series of ports along the length of the pile for underwater pumping. Pile dimensions, length to
be re -built to original dimensions.
• Fill formwork with jacket filler material per FDOT Specification 457 for structural pile jackets, pumping from the lowest port
first. Concrete will displace water in form work; contaminated concrete/displaced water will be purged and collected for proper
disposal.
• Cure formed pile for a minimum of 96 hours before removing any external bracing and formwork.
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
WORK ORDER
700-010-80
CONSTRUCTION
04111
Supplemental Agreement No.*
Fin Proj. ID
F.A.P. No.
Contractor
REASON (continued):
Work Order No.**
Contract No.
Road No.
Date
Page of _
ENTITLEMENT ANALYSIS
431917-1-3801
On September 16'', 2016, Coastal Guninte Construction Company discovered a cracked
pile on Fener Pile 1-1 of the North Fender (which is a battered pile). It was slated for spall repair
in the original contract documents, however its condition was determined to warrant splicing
during the initial survey of the fender system. While performing disassembly and demolition
activities on the pile, it was discovered that there is a break in the pile approximately two feet
below the mudline. Water depth at this location is approximately 13'. This break runs the
perimeter of the pile consists of an approximately 4"-6" void.
In response, solutions were discussed and the repair procedure aproved by the Engineer
of Record would be an underwater splice of the pile. The contract for pile splices in the contract
are for above water splices. Under water splice required additional equipment and materials to
complete the task.
Therefore, it is necessary for this work to be added to the Contract to complete the fender
pile repair on this project.
The change requested incurred is $61,230.38
Pomsit Chakkaphak, P.E. Date 3/13/17
Sr. Project Engineer
Parson Brinckerhoff
ENGINEER'S ESTIMATE
431917-1-3801
Engineers estimate of $$62,723.71 calculated as follows.
hti—or Dap pei
AGivisr lD
naivitr
Demolish Remove
Dispose of Pila
3
Dowel Pile and
iron,, sse.l
3
Dons Fonm
3
AnsVUR and 1-11
Formwork
I
Fill F.—with
conaeu
i
cure and Remove
Form
1
MEN=-
=�
�TOTAL
Pomsit Chakkaphak, P.E. Date 3/13/17
Sr. Project Engineer
Parson Brinckerhoff
REQUEST FOR INFORMATION NO. 7
MONROE COUNTY ENGINEERING DEPT.
From:
To:
Coastal Gunite Construction Company
Monroe County Engineering
1001 Third Avenue West, Suite 300
Services Department
Bradenton, FL 34205
1 100 Simonton Street
Key West, Florida 33040
Phone: (941) 744-5500 Fax: (941) 744-9880
Phone: (305) 2924529 Fax: (305) 2954321
Project Name:
Receipt Logged:
Card Sound Bridge Repair
Submitted By:
Date: September 16, 2016
Dwg/Spec No./Revision/DetaiUSect. No.
Kyle Restly
B1-27 to 28
Subject: Pile 1-1 (North Fender)
Pile I-1 of the North Fender (which is a battered pile) was slated for spall repair in the original contract documents, however its
condition was determined to warrant splicing during the initial survey of the fender system.
While performing disassembly and demolition activities on the pile, it was discovered that there is a break in the pile
approximately two feet below the mudline. Water depth at this location is approximately 13'. It appears that the break was
previously discovered, as there was a "hill" of debris around this pile. This break runs the perimeter of the pile consists of an
approximately 4"-6" void.
e current scope of pile splice repair is for splices at or above the waterline. Conditions for this pile are different and would
require a different repair procedure.
Please advise on the desired course of action.
Cluster #1
Cluster #2
Cluster #3
Cluster- #4
Cluster #
=lu ter #r
Cluster #7
Cluster #8
Cluster #9
Cluster #10
Cluster *11
Cluster #12
IV(-XU? refuer, gust&s i-ij
CONTRACT OR.'S PLAN
UR.VEY DEFY:IENi_IE'=;
o
o
a o
oo
F21
:a
-*-- N8 905A
--IND' SB 905A
Cluster #13
PI
-- — MZrcWZ7Nf-----------------ulTrw�TNlF -----
t
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Coastal Gunite Constniction Comvan
% •r ` \
WORK ORDER
PROJECT : Card Sound Bridue Repair- Monroe County
DATE(S) PERFORMED: TBD
MANPOWER
Haas oar D-
CORPORATE OFFICE REGIONAL OFFlCE
16 Washington Street 1001 3rd Ave West
Cambridge, MD 21613 Suite 300
410-228-8100 Bradenton, FL 34205
941-744-5500
COASTAL JOB #: 1611 DATE: 2/142017
WO #: TBD OWNER: Monroe County
Activity ID
Estimate of Days par
Activity
i of Divers
Hours
i of Skilled
Laborers
Hours
i of Fla
Hours
i of Foreman
Hours
Demolish Remove
of Pde
2
3
60
2
40
0
0.5
10
DowelPik and iMal
steel
3
3
90
2
60
0
1
30
Construct Forms
1
0
2
20
0
0
Construct and instal
Formwork
2
3
60
2
40
0
1
20
Fi Forms with Concrete
1
3
30
4
40
3
30
1
10
Cure end Remove Form
2
3
60
2
40
0
0.5
10
ALS
1
no
.
80
LABOR COMPENSATION
Craft No
Ma
S name
Hours
Rate
Amount
Super
1
ST
36. 66666867
$60.31
S2.211.37
OT
0
$90.46
$0.00
LeadlForeman
1
ST
80
$36.52
$2,921.60
OT
0
$54.79
$0.00
Diver
3
ST
300
$40.51
$14.553.00
OT
0
$72.76
$0.00
Skied Labor
2
ST
240
$23.60
$5,664.00
OT
0
$35.40
$0.00
Fla
2
ST
30
0.96
SQ9.40
OT
0
$31.46
$0.D0
Per Dkm
62
$25.00
$1.550.D0
L
11
154.00
$2,024.00
TOTAL
626 663.37
COMPANY FOUIPMFNT
Equipment Qw May
Estimate of Days per
ActivityCoastal
E � ment
Hours
SIB Hours
Work Rate
SB Rate
Amours
1
11
1 Ton FB 12 timel
55
19.45
1 069.75
1
11
20-22 Work Boat
110
55.00
050.00
1
11
16.32 Barae
110
$31.00
$3.410.00
3
2
Chippina Hemmer
60
$1.25
$75.D0
1
5
Generator
50
$4.00
$200.00
1
10
Dive Comlmisc
100
$20.00
$2,000.00
1
1
Saw
10
1.20
12.00
1
1
I vbmtor
10
$2.891
8.90
TOTAL
612 646.65
RFNTAr FOI
Equipment guantity
Estimate of Days per
Activity
Renml E ment
Hours
SIB Hours
Work Rate
SB Rate
Amount
1
10
375 Ak Co easor
80
$17.33
$1,386.40
1
1
Traffic Control
8
$10.DD
$80.00
2
2
Core Drill
40
$20.00
$1,600.00
TOTAL
$3 069.40
MATERIALS
Units
Material
Supple,
Quanft
Unit Price
IA.cd
CV
Concrete
ICEMEX
8
S280.80
S2.246.40
SF
Forms Misc
60
=.501
111.350.00
LB
Reba
800
1.50
1200.00
LS
Debris Removal
Waste M mt
1
100
$5w.00
TOTAL
I15 .40
SUBCONTRACTORS
Subcontractor
Quantity
Amount
Concrete Pumper
H Rate
---Rate
8
1f0.00
880.00
CV Pum
4
.50
10.00
TOTAL
SM-00
Subtotal Labor
$29,553.37
Markup Labor
17.50%
$5,171.54
Subtotal Equip, Material.
21 208.45
Markup Equip Material.
17,50%
3 711.48
Srbtetel Subcontractors
$820.00
Markup Subcontractors;
10%
$89.00
Subtotal
0 624.13
Bond
1.00%
t6O6.24
TOTAL 1 1w1,230.381
Coastal Gunite Construction Comaanv
•
WORK ORDER
PROJECT: Cab Sound Bridoe Reoair- Monroe Countv
DATE(S) PERFORMED: TBD
MANPOWER
CORPORATE OFFICE
16 Washington Street
REGIONAL OFFICE
1001 3rd Ave West
Cambridge, MD 21613
Suite 300
410-228-8100
Bradenton, FL 34205
941-744-5500
COASTAL JOB N:
1611
WO #
TBD
i963-20
3
DATE: 2/14/2017
OWNER: Monroe County
Aclrvdy ID
Estimate of Days per
Activity
i of Divers
Hour
s of Skied
Laborers
Hours
#.fFl.Qers
Hours
11 of Foreman
Hours
Demokah Remove
of Pik
2
3
60
2
40
0
0.5
t0
Dowel Pie and irmkl
steel
3
3
90
2
60
0
1
30
Construct Forms
1
0
2
20
0
0
Corstruct and Instal
Formwork
2
3
s0
2
40
0
1
20
Fill Forms with Concrete
1
3
30
!
1 40
1 3
1 30
1
Cure and Remove Form
2
3
60
2
40
0
0.5
;j.
11
Craft No
Manpower
Str 2ii
Hours
Rate
Amount
super
1
ST
36.66666887
$60.31
2 11.37
OT
0
90.46
Woo
Lead/Foreman
1
ST
s0
$36.52
$2.921.60
OT
0
54.79
$0.00
ver Di
1
ST
300
$0.51
$14,553.DO
OT
0
$72.76
Wild
Skilled Labor
2
ST
240
$23.60
$5,664.00
OT
0
$35.40
$0.00
Fl.aaer
2
ST
30
$20.98
.10
OT
0
$31.46
Wild
Per Diem
1 62
.00
1 550.00
Lodgm
11
184.00
024.00
TOTAL
i2f 863.77
Equipment Qua
Estimate of Days per
CoaWl E 'mars
Hours
S/B Hours
Work Rate
SB Rate
Amount
1
11
1 Ton F if2 time
55
$19.45
$1,069.75
1
11
20-22 Work Boat
110
$55.00
$6,050.00
1
11
16.32 Bar2e
110
$31.00
$3,410.00
3
2
Chipping Hammer
so
11125
$75.00
1
5
Generator
50
$4.00
3200.00
1
10
Dive Com/mlsc
100
$20.00
$2,000.00
1
1
Saw
10
1.20
$12.00
1
1
1lbratcr
10
$2.89
8.90
TOTAL
If12,s48.s6
Equipment Qua
Estimate of Days per
Rental E mars
Hours
SIB Hours
Work Rate
SB Rate
Amours
1
10
375 Air Com
s0
$17.33
$1,386.40
1
1
Traffic Control
8
$10.00
$80.00
2
2
Core Oril
40
$20.00
$1,600.00
TOTAL
S3 .40
Unite
I Material
I Supplier
I Quaffft
I Unit Price
Amourd
CY
Concrete
CEMEX
8
BO.§q
246.40
SF
Forms Misc
s0
.50
1 350.00
LB
Rebar
800
1.50
1 Wild
LS
Debde Removal
Waste M rm
1
Wild
.00
TOTAL
$a .40
Subcontractor
Quantity
Rate
Amo��w
Concrete Pum or
Rate
6
110.00
CY Pumped
4
.50
TOTAL
Subtotal Labor
29 553.37
Markup Labor
17.50%
$5.17I.S4
21 .45
Subtotal Equip, Materiels
Markup Equip Materials
17.50%
3 711.48
S890.00
SrdWGI Subcontractors
Markup Subcontractors
10%
689.60
Subtotal
$60,624.13
Bond
1.00%
24