3rd Change Order 05/12/2017MONROE COUNTY /ENGINEERING / PROJECT MANAGEMENT
CONTRACT CHANGE ORDER
PROJECT TITLE: Lake Surprise Roadway and Drainage Project CHANGE ORDER NO: 3
INITIATION DATE: 4/21/17
TO CONTRACTOR: D.N. Higgins, Inc. CONTRACT DATE: 7/15/15
The Contract is changed as follows:
The original Contract Sum ................................................. ............................... $2,664,839.50
Net change by previously authorized Change Orders . ............................... ....................$468,287.28
The Contract Sum prior to this Change order was ...................... ............................... $3,133,126.78
The Contract Sum will be decreased by this Final Reconciliation Change Order 3 ........... ($129,733.97)
The new Contract Sum including this Change Order is ............................. ..................$3,003,392.81
The Contract Time is increased by 13 weather days and 24 holidays. The contract completion date is
extended by 37 days, for a total revised contract time of 500 days. The date of Substantial Completion as
of the date of this Change Order is 2/1/17.
CEI detailed description of change order and justification attached:
The overrun amounts to the contract bid amounts are as follows:
Bid
Item
Description
+
Quantity
UOM
Unit cost
$ Amount
12
Inlets, DT Bot, Type F <10"
increase
1
EA
$4,900.00
$4,900.00
17
French Drains
increase
28
LF
$270.00
$7,560.00
18
Valle Gutter — Concrete
increase
28
LF
$40.00
$1,120.00
20
Sin le Post Sign, F &I, Less than 12SF
increase
1
EA
$450.00
$450.00
new
Modif Drainage Structure S -31
increase
1
LS
$1460.63
$1,460.63
Total $ value of overruns to plan quantities
$15,490.63
The underrun amounts to the contract bid amounts are as follows:
Bid
Item
Description
-
Quantity
UOM
Unit cost
$ Amount
6
Removal of existing concrete pavement
decrease
-19
SY
$70.00
$1,330.00
8
Geos nthetic Reinforce Soil System
decrease
-28
SY
$5.45
$152.60
9
Optional Base, Base Group 06
decrease
-1344
SY
$17.50
$23,520.00
10
Asphalt Concrete Su er ave SP9.5
decrease
-560.5
TN
$154.00
$86,317.00
16
18" Solid Pie
decrease
-54
LF
$160.00
$8,640.00
19
Performance Turf Sod
decrease
-7980
SY
$3.00
$23,940.00
21
Sin le Post Sign, Relocate
decrease
-1
AS
$230.00
$230.00
22
Thermoplastic, Std, White Solid 24"
decrease
-2
LF
$7.00
$14.00
23
Thermoplastic, Std, Yellow Solid 6"
decrease
-1
LF
$6.00
$6.00
24
Thermoplastic, Std, White Ski 6"
decrease
-.215
GM
$5,000.00
$1,075.00
Total $ value of underruns to plan quantities
$145,224.60
Final Reconciliation Change Order 3 Net Contract Decrease Amount ($129,733.97
G C-
This Final Reconciliation Change Order 3 is (4.8 %) of tht original contract price.
CONTRACTOR (DN HIGGINS):
ENGINEERING SERVICES DIRECTOR:
a6 /17
Date
,T/v /a)
Date
ASSISTANT COUNTY ADMINISTRATOR:
Change Order Attachment per Ordinance No. 004 -1999
• Change Order was not included in the original contract specifications. Yes ® No ❑
If Yes, explanation: The CEI and FOR determined additional or fewer quantities were required per
attached.
• Change Order was included in the original specifications. Yes ❑ No
If Yes, explanation of increase in price:
• Change Order exceeds $25,000 or 5% of contract price (whichever is greater). Yes ❑ No
If Yes, explanation as to why it is not subject for a calling for bids:
• Project architect approves the change order. Yes ® No ❑
If no, explanation of why:
• Change Order is correcting an error or omission in design document. Yes ®No ❑
Should a claim under the applicable professional liability policy be made? Yes ❑ No
Explain:
Actual installed quantity over and underruns result in net decrease to contract amount.
3100 Overseas Highway
Marathon Florida
Monroe County Engineering Department April 19, 2017
Judith Clarke, P.E.
110 Simonton Street
Key West, FL 33040
Project: Lake Surprise Estates
Subject: Underruns
The summary of contract dollar changes is shown below:
Original contract amount ................................................ ............................... $2,664,839.50
Net change by previous authorized change orders #1 and #2 ........................... $468,287.28
The contract sum prior to this change order ................... ............................... $3,133,126.78
The contract sum will be increased by this change order #3 .............................. $15,490.63
The new contract sum including this change order ......... ............................... $3,148,617.41
The contract sum will decrease due to underruns ......................... ..................($145,224.60)
The new contract sum including overruns /underruns ............................. $3,003,392.81
The contract time was increased 13 days due to weather and 24 days due to holidays. The summary of contract time
changes is shown below:
Original contract ................ ............................... ............................365 days
Contract time extension from change order 2 .... .............................98 days
Weather.............................................................. .............................13 days
Holidays............................................................. ............................. days
Total Contract days ........................................ ............................... 500 days
Below is a detailed description of pay item overruns and underruns for the contract;
Pay Item 6 Removal of Existing Pavement
There is a plan quantity error which resulted in an underrun of 19 SY.
Pay item 8 Geosynthetic Reinforced Soil System
There is an error in the plan quantities. The item was field measured upon being installed per the plans and had
an underrun of 28 SY. See field book for location and calculations as back -up.
Pay item 9 Optional Base There is an error in the plan quantities. The item was field measured upon being
installed per the plans and had an underrun of 1344 SY. See field book for location and calculations as back -up.
Pay Item 10 Asphalt Concrete Superpave SP9.5 There is a plan quantity error, see asphalt paving reports.
This resulted in an underrun of 560.5 TN.
Pay item 16 Solid Pipe 18 "There is a plan quantity error. See summary of quantities in the as -built plans for
calculations which shows an underrun of 54 feet.
Pay Item 19 Performance Turf, Sod.
Monroe County representative and the CEI jointly elected not to place sod in an area that would be affected by
vehicle parking and in an area not disturbed by the construction. This resulted in an underrun 7980 SY.
Pay Item 21 Single Post Sign Relocate
The Contractor did not relocate a STOP sign on Lower Matecumbe, since it would have resulted the blocking of
a homeowner's front gate. This resulted in a 1 AS underrun.
Pay Item 22 Thermoplastic, Standard, White, Solid, 24"
There is a plan quantity error resulting in a 2 LF underrun.
Pay Item 23 Thermoplastic, Standard, Yellow, Solid, 6"
There is a plan quantity error resulting in a 1 LF underrun.
Pay Item 24 Thermoplastic, Standard, Yellow, Sip, 6"
There is a plan quantity error resulting in a 0.215 GM underrun.
The final reconciliation of actual quantities installed resulted in the following underruns for this contract.
Underruns
Pay
Item
Item Description
Under/
Unit
Quantity
Unit Price
Amount
6
Removal of Existing Pavement
Under
SY
-19
$ 70.00
$ (1330.00)
8
Geosynthetic Reinforced Soil System
Under
SY
-28
$ 5.45
$ (152.60)
9
Optional Base, Base Group 06
Under
SY
-1344
$ 17.50
$ (23
10
Asphalt Concrete Su SP9.5
Under
TN
-560.5
$ 154.00
$ 86,317.00)
16
18" Solid Pipe
Under
LF
-54
$ 160.00
$ 8,640.00)
19
Performance Turf, Sod
Under
SY
-7980
$ 3.00
$ 23,940.00)
21
Single Post Sign, Relocate
Under
AS
-1
$ 230.00
$ (230.00)
22
Thermoplastic, Standard, White, Solid, 24"
Under
LF
-2
$ 7.00
$ (14.00)
23
Thermoplastic, Standard, Yellow, Solid, 6"
Under
LF
-1
$ 6.00
$ (6.00)
24
Thermoplastic, Standard, Yellow, Sip, 6"
Under
GM
-0.215
$ 5,000.00
$ (1,075.00)
Total Overrun/Underrun Final Reconciliation
$ 145,224.60)
If you have any questions or need clarification of the above item summaries, please call Jackson Taylor at 561 -436 -2860.
Sincerely,
Jackson Taylor
Project Administrator, RSH
Cc: Judith Clarke, Debra London, Jacki Hart, P.E, File
Page 2 of 2
3100 Overseas Highway
Marathon Florida
Monroe County Engineering Department April 23, 2017
Judith Clarke, P.E.
110 Simonton Street
Key West, FL 33040
Project: Lake Surprise Estates
Subject: Change Order #3
The summary of contract dollar changes is shown below:
Original contract amount ............................... ............................... ..................$2,664,839.50
Net change by previous authorized change orders #I and #2 ....... ....................$468,287.28
The contract stun prior to this change or der .. ............................... ..................$3,133,126.78
The contract sum will be increased by this change order #3 .......... .....................$15,490.63
The new contract sum including this change order ................. ..................$3,148,617.41
Below is a detailed description of change order #3;
Pay item 12 Inlet
Inlet S -104 was added as a recommendation from the CEI with FOR concurrence. The drainage structure was
added on Lower Matecumbe Road to improve drainage, which resulted in an overrun of 1 EA.
Pay item 17 French Drain.
S -104 was added as a recommendation from the CEI with FOR concurrence. The drainage structure was added
on Lower Matecumbe Road to improve drainage, which resulted in an overrun of 28 LF of French drain.
Pay item 18 Valley Gutter.
The valley gutter was extended to drainage structure S -30 to prevent erosion, which resulted in a 28 LF overrun
New Item: Drainage Structure- Modify
Drainage Structure S -31 was modified in order to install at the revised plan elevation for sea level rise change.
This resulted in a 1 LS overrun of this item that was initially not in the contract.
If you have any questions or need clarification of the above item summaries, please call Jackson Taylor at 561- 436 -2860.
Sincerely,
9 4t4- T
Jackson Taylor
Project Administrator, RSH
Cc: Judith Clarke, Debra London, Jacki Hart, P.E, File
GE•ffR4 CG 144CT0l15
IND
Ms. Jacki Hart, E.I.
Reynolds Smith and Hills
3100 Overseas Highway
Marathon, FL 33050
Reference: Lake Surprise Estates Roadway & Drainage Improvements
Subject: Change Order Request #3
Dear Ms. Hart,
April 11, 2017
Work on the Lake Surprise Estates Roadway & Drainage Improvements project have been completed.
During the course of the project a number of items, due to adjustments in the field, have overrun their
contract quantities.
Douglas. N Higgins, Inc. is requesting the following items and quantities to be included in this change
order.
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�.nrvv�� vn�cn n.a
Pay
Item
Item Description
Unit
Quantity
Unit Price
Bid Item Total
12
Inlets, DT Bot, Type F <10'
EA
1
$ 4,900.00
$ 4,900.00
17
French Drain
LF
28
$ 270.00
$ 7,560.00
18
Valley Gutter
LF
28
$ 40.00
$ 1,120.00
201
Single Post Sign, F &I, Less Than 12 SF
AS
1
$ 450.00
$ 450.00
Modify Drainage Structure S -31
LS
1
$ 1,460.63
$ 1,460.63
Total of change order 3
$ 15,490.63
Back up for the modification made to S -31 is provided in an attached file.
Kind regards,
Jim Hennigar
Douglas N. Higgins,lnc.
4880 Donald Ross Road, Suite 200
Palm Beach Gardens, FL 33418
(561) 469 -1622
STATE OF FLORIDA DEPARTMENT OF TRAASPORTATIOU
DAILY REPORT OF CONSTRUCTION
N" 0-13
CV;STRt1CTM
06W
Pry. 1 .16
Date:
Contract ID:
D.N. Higgins Project ID:
Superintendent
Tuesday, July 12, 2016
Lake Surprise Drainage Imp.
772 -15
Ernie Brown
High Temperature: AM Conditions: PM Conditions:
Low Temperature: Clear I Clear
Remarks
General:
DNH - Modified S -31 to lower to existing grade (lam to 11am). Set top for S -74
SAC - Began excavating for S -79, stopped because rock was to hard. Began potholing on Summerland rd
Accidents:
Day of Week:
Contract Day:
Total Days:
No See Accident Report Dated:
Tuesday
296
365
Visitors:
Contractor(s) and Personnel
#
Name
Type
#
Hrs
Type
#
Hrs
Type
#
Hrs
1
Prime:
O.N. Higgins
Supt
1
4.50
Foreman
1
9.00
Skilled
1
9.00
Semi Skilled
2
9.00
Common
Water Truck
1
Trainee
4.00
2
Sub / Utility
Straight Ahead Constructi
Supt
Foreman
1
9.00
Skilled
4
9.00
Semi Skilled
Loader
Common
1
9.00
Trainee
Skid Loader
3
Sub / Utility
Supt
2 - Sub #1
Foreman
1
1
Skilled
Semi Skilled
Common
Trainee
4
Sub / Utility
Supt
Foreman
Skilled
Semi Skilled
Common
Trainee
Contractor(s) Equipment (Active or Idle)
Contractor / Sub #
Equipment ID
Description
# Pieces
# Used
Total
Hours
Used
1 - DNH
Excavator
1
1
9.00
1 - DNH
Loader
1
1
9.00
1 - DNH
Dump Truck
1
1
9.00
1 - DNH
Water Truck
1
1
4.00
2 - Sub #1
Excavator
1
1
9.00
2 - Sub #1
Loader
1
1
9.00
2 - Sub #1
Skid Loader
1
1
9.00
2 - Sub #1
Dump Truck
1
1
9.00
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
DAILY REPORT OF CONSTRUCTION
Toa.o+au
carlsraucraN
oe og
P,y, 3 or a
Date: Contract ID:
07/12/2016 Lake Surprise Drainage Imp.
Estimated Work Performed
Contractor i Sub
line Item p
Pay Item
Code
Location
Time (AM/PM)
Installed
Beginning
End
Qty.
Units
D. N. Higgins
13 - INLETS
DT BOT
TYPE F >10'
Lake Surprise Blvd (S -74, Top Only)
0.3
EA
EFFECTS OF WEATHER ON MAJOR WORK ITEMS (CHECK CONTROLLING ITEMS):
Major and/or Controlling Work Items I Portion of Work Affected
(No Effect, Less than 50 of Day, More than 50 of Day, No Work al Day)
u«.. a <, -,,, •:..:
one
Direct Labor
Detailed Work Breakdown Summary
Lake Surprise Drainage Improvements
Modification to 5 -31
Tuesday, July 12, 2016
Classification
Hours
Extended
Rate
Burden Adjusted Rate
Total
Supervisor
0
$
32.00
33.39% $ 42.68
$ -
Crew Foreman
4
$
40.00
33.39% $ 53.36
$ 213.42
Operator
4
$
21.00
33.39% $ 28.01
$ 112.05
Labor (two each)
8
$
15.00
33.39% $ 20.01
$ 160.07
Direct Labor Total
Material and Eauioment
Item
1D 544K Loader - 2015
Cat 336 D 2014
Supervisor Truck 3/4 ton - Blue Book FHWA rate
Material and Equipment Total
Subcontractor
Item
Subcontractor Total
Cost Summary
Q uantit y
Unit Price
Extended
4 HR $
54.18
$ 216.72
4 HR $
130.92
$ 523.68
4 HR $
20.57
$ 82.28
S -
S -
Q uantity Rate
(1) = = => $ 485.54
Total
$ 216.72
$ 523.68
$ 82.28
S -
5 -
S -
(2) = = => $ 822.68
Tota
(3) ___> $ -
Total Cost (1) + (2) + (3) $ 1,308.22
Markup @ 10% $ 130.82
Subtotal $ 1,439.04
Bond Premium @ 1.5% $ 21.59
Sales Tax $
Total $ 1,460.63
t 7 , EquipmentWatch-
wivw.equi pme n twa tchcom
All prices shown in US$
Rental Rate Blue Book®
Deere 544K
4- WdArtiadatedWieel Loaders
Size [:lass:
150. 174 HP
Weight:
28,263 lbs.
April 17, 2017
1 will '- t
Configuration for 544K
Bucket Capacity - Heaped 3 cu yd Net Horsepower 167 hp
Power Mode Diesel Operator Protection EROPS
Blue Book Rates
" FH4VA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost.
Rate Element Allocation
Element
Percentage
Ownership Costs
Depreciation (ownership)
42%
EstiuratedOpernting
FHWA Rate"
38%
$1,939.90/mo
CFC (ownership)
8:n
$408.40 /ma
costs
12%
$612.60/mo
Monthly
Weekly
Dally
Hourly
Hourly
Hourly
Published Rates
$5,105.00
$1,430.00
$360.00
$54.00
$26.65
$55.66
Adjustments
Region (Florida
($250.15)
($70.07)
($17.64)
($2.65)
DOT: 95.1 %)
Model ear
($9.71)
($2.72)
($0.68)
($0.10)
(2015:99,8%)
Ownership (100 %)
-
Operating (100 %)
Total:
$4,845.14
$1,357.21
$341.68
$51.25
$26.65
$54.18
Rate Element Allocation
Element
Percentage
Value
Depreciation (ownership)
42%
$2,144.10/mo
Overhaul (ownership)
38%
$1,939.90/mo
CFC (ownership)
8:n
$408.40 /ma
indirect (ownership)
12%
$612.60/mo
Fuel (operating) @2.36
47%
$12.61/hr
Revised Date: 2nd Ha1f2016
The equipment represented in this report has been exclusively prepared for MA I'M EW DELUCA (mattd@dnhiggins.com)
All material herein 0 2003 -2017 Penton All rights reserved.
EquipmentWatch.
www.equipmentwatchcom
All prices shown in US$
Rental Rate Blue Book@
April 17, 2017
Caterpillar 336D L(disc.2014) < Crawler Mounted Hydraulic Excavators
Size Class:
33.1 - 40.0 D1Tons
\'eight:
80,464 lbs.
Configuration for 336D L (disc. 2014)
Bucket Capacity - Heaped 1.56 cu yd Operating Weight 36.5 mt
Net Horsepower 266 hp Power Mode Diesel
Blue Book Rates
'• FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operatingcost.
Ownership Costs
Rate Element Allocation
Estimated Operating
Costs
Hourly
$64.70
$64.70
FH\VA Rate"
Hourly
$133.25
$130.92
Element
Monthly
Weekly
Dally
Hourly
PubiishedRates
$12,065.00
$3,380.00
$845.00
$125.00
Adjustments
$844.55/mo
Indirect (ownership)
7%
$84455/mo
Region (Florida
($410.21)
($114.92)
(S28.73)
($4.25)
DOT: 96.6%)
Model Year (2014: 100%)
Ownership (10096)
-
Operating (100%)
Total:
$11,654.79
$3,265.08
$816.27
$120.75
Rate Element Allocation
Estimated Operating
Costs
Hourly
$64.70
$64.70
FH\VA Rate"
Hourly
$133.25
$130.92
Element
Percentage
Value
Depreciation (ownership)
37%
$4,464.05/mo
Overhaul (ownership)
49%
$5,911 A5
CFC (ownership)
7%
$844.55/mo
Indirect (ownership)
7%
$84455/mo
Fuel (operating) @ 2.36
41%
$26.56 11ir
Revised Date: 2nd Half 2016
The equipment represented in this report has been exclusively prepared for MATTHEW DELUCA (mattd @dnhiggins.com)
All material herein Q 2003 -2017 Penton All rights reserved.
EquipmentWatch-
wwiv.equipmen uvatchcnm
All prices shown in US$
Rental Rate Blue Book®
Miscellaneous 4X23/4 285 CREW GAS
On- Highway Ught Duty Trucks
Size Gass:
200 - 299 HP
Weight:
N/A
April 17, 2017
Configuration for 4X2 3/4 285 CREW GAS
Power Mode Gasoline Horsepower 2115
Ton Rating 3/4 Axle Configuration 4X2
Cab Type Crew
Blue Book Rates
" FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost.
Rate Element Allocation
Element
Percentage
Ownership Costs
Depreciation (ownership)
57%
Estimated Operating
FHWA Rate"
28%
$225A0 /mo
CFC (onmersWp)
5%
$40.251mo
Costs
10%
$8050 /mo
Monthly
Weekly
Daily
Hourly
Hourly
Hourly
Published Rates
$805.00
$225.00
$56.00
$8.00
$16.20
$20.77
Adjustments
Region (Florida
($24.96)
($6.98)
($1.74)
($0.25)
DOT:96.9:0)
Model Year
(S10.14)
(S2.83)
($0.71)
($0.10)
(2015:98.7%)
Ownership (100'0)
-
-
-
Operating (100%)
Total:
$769.90
$215.19
$53.55
$7.65
$16.201
$20.57
Rate Element Allocation
Element
Percentage
Value
Depreciation (ownership)
57%
$458.85/mo
Overharil (ownership)
28%
$225A0 /mo
CFC (onmersWp)
5%
$40.251mo
Indirect (ownership)
10%
$8050 /mo
Fuel (operating) @ 234
78%
$12.671hr
Revised Date: 2nd Ha1f2016
The equipment represented in this report has been exclusively prepared for MATTHEW DELUCA (mattd @dnhiggins.coin)
All material herein @ 2003 -2017 Penton All rights reserved.