2230 IFB 17/18-53 Sea Wall Construction - W. Seminole Blvd Riverwalk Phase IIIThe item(s) noted below is/are attached and forwarded to your office for the following action(s):
[--j
Development Order
❑
Mayor's signature
R
Final Plat (original mylars)
M
Recording
F-1
Letter of Credit
F-1
Rendering
F-1
Maintenance Bond
Z
Safe keeping (Vault)
F-1
Ordinance
F-1
Deputy City Manager
F-1
Performance Bond
F-1
Payment Bond
F-1
Resolution
❑
City Manager Signature
F-1
❑
City Clerk Attest/Signature
❑
City Attorney/Signature
Once completed, please:
F-1 Return originals to Purchasing- Department
F-1 Return copies
D
Special Instructions: Change order 3
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From Date
SharePoint—Finance—Purchasing_Fomis - 2018.doc
Change Order No.
Project Name:
Bid No.:
Owner:
Contractor:
Agreement Date:
CHANGE ORDER FORM
9
Seawall Construction- W. Seminole Blvd. RiverWalk Phase III
IFB 17/18-53
City of Sanford
Wharton -Smith, Inc.
November 6, 2018
This Change Order is necessary to cover changes in the Work to be performed under
the Agreement. The Agreement, General Conditions, Supplementary Conditions, and
Technical Specifications contained in the Project Manual apply to and govern all Work
under this Change Order.
THE FOLLOWING CHANGES ARE MADE TO THE CONTRACT DOCUMENTS:
1. Original Contract Price
2. Current Contract Price (Adjusted by Previous Change Orders)
3. Total Proposed Change in Contract Price
4. New Contract Price (Item 2 + Item 3)
5. Original Contract Time (Notice to Proceed to Substantial Completion)
6. Current Contract Time (Adjusted by Previous Change Orders)
7. Current Subst. Completion Date (Adjusted by Previous Change Orders)
8. Total Proposed Change in Contract Time
9. New Contract Time (Item 6 + Item 8)
10. New Contract Substantial Completion Date (Item 7 + Item 8)
11. Current Final Completion Date (Adjusted by Previous Change Orders)
12. Current Contract Time From Substantial Completion to Final Completion
13. Total Proposed Change in Contract Time Subst. to Final Completion
14. New Contract Time to Subst. Final Completion (Item 12 + Item 13)
15. New Contract Final Completion Date (Item 11 + Item 14)
Sea Wall Construction (IFB 17/18-53)
W. Seminole Blvd. RiverWalk Ph. III
Page 1 of 5
$13,734,631.01
$9,850,295.63
($232,289.49)
$9,618,006.14
275 Days
284 Days
10/22/2019
20 Days
304 Days
11/11/2019
12/21/2019
60 Days
0 Days
60 Days
1/10/2020
CHANGE ORDER NO. 3
CHANGES ORDERED
ITEM I
Description ofChange: Add Rip Ran
Reason for Change: Erosion Protection for area between the old and new sea wall.
Change inContract Price: $4.500.00
Change in Contract Time: 0 Days
ITEM 2
Description of Change: Add 36" Collar
Reason for Change: Connection ofdissimilar pipe
Change in Contract Price: $3,500.00
Change inContract Time: ODavo
ITEM 3Description of : Final Adjustments
Reason for Change: Adjust for As -Built Quantities, See Item 1Attached
Change inContract Price: ($240.289.49)
Change in Contract Time: 0 Days
Sea Wall Construction VFI317n
Page 2 of 5
ITEM 4
Description of Change:
Reason for Change:
Change in Contract Price:
Change in Contract Time:
Contract Time Extension
Rain days and time for additional handrail.
ME
20 Days
CHANGE ORDER SUMMARY - CHANGE ORDER NO. 2
Item
No.
Description
Change in
Contract Price
Change in
Contract Time
I
Add Rip Ra
$4,500.00
0 Days
2
Add 36" Collar
$3,500.00
0 Days
3
Final Quantity Adjustments
$240,289.49
0 Days
4
Contract Time Extension
$0.00
20 Days
TOTAL.
$232,289.49
20 Days
WAIVER This Change Order constitutes full and mutual accord and satisfaction for the
adjustment of the Contract Price and Contract Time as a result of increases or decreases in
cost and time of performance caused directly and indirectly from the change. Acceptance of
this Waiver constitutes an agreement between OWNER and CONTRACTOR that the Change
Order represents an equitable adjustment to the Agreement and that CONTRACTOR shall
waive all rights to file a Contract Claim or claim of any nature on this Change Order. Execution
of this Change Order shall constitute CONTRACTOR's complete acceptance and satisfaction
that it is entitled to no more costs or time (direct, indirect, impact, etc.) pursuant to this Change
Order.
Sea Wall Construction (IFB 17/18-53)
W. Seminole Blvd. Riverwalk Ph. III
Page 3 of 5
IJORWK&Tzll 7$7 7 i [s '
APPROVAL AND CHANGE ORDER AUTHORIZATION
ACKNOWLEDGMENTS
The aforementioned change, and work affected thereby, is subject to all provisions of the
original Agreement and specifically changed by this Change Order; and
It is expressly understood and agreed that the approval of the Change Order shall have no
effect on the original Agreement other than matters expressly provided herein.
WITNESS to CONTRACTOR: Wharton -Smith Inc.
Contractor
CA- S' sryi Excct't�up- UP
Printed Na and Title of Offiner e
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Date By (SigM,'Y ure) : ~ ° •°°°�
a� •-SEAL"I left
. • -
,-
Date
(Corpora% Seal `•`
ATTEST: City of Sanford
Owner
(Signature) Printed Name and Title
CP /,Qb / c90 -r/iJ4
Date By (Signature
(Seal) Date
(ARY PAMELA ROBINSON
NOTARY PUBLIC
&" ESTATE OF FLORIDA
Comm# GG012907
xpIr'OtA nnprl/20-2o
Sea Wall Construction (IFB 17/18-53) CHANGE ORDER NO. 3
W. Seminole Blvd. RiverWalk Ph. III
Page 4 of 5
ATTACHMENTS
CHANGE ORDER NO. 3
Breakdown of Costs
Copy of Price Information (For Items 1, 2, and 3)
Sea Wall Construction (IFB 17118-53) CHANGE ORDER NO. 3
W. Seminole Blvd. RiverWalk Ph. III
CITY OF SANFORD
SEA WALL CONSTRUCTION - W. SEMINOLE BLVD. RIVERWALK PH. III (IFB 17/18.53)
CHANGE ORDER NO. 3 - ITEMS 1-2
Descri tion I Unit I Quantity Unit Price I Total Price'',
1 Add RipRa Erosion Protection at End of Sea Wall LS 1 54,500.00 $4,500.00
2 Add 36" Collar Connection of New Culvert to Existin CulvertLS 1 $3,500.00 $3 500.00
Sub -total - C.O. 3 Items 1-3 $8,000.00
CHANGE ORDER NO. 3 - ITEM 3 - FINAL QUANTITY ADJUSTMENTS
Change Order No, 3 Items 01-22-20 - Sea Wail Const, IFB 17-18-53.xlsx Page 1 of 2
Description
Unit
Original
Contract
Quantity
Unit Price
Final Installed
Quantity
Quantity
Adjustment
Change In
Total Price
1
MOBILIZATION
LS
1
$1,130,515.59
1.00
0.00
$0.00
2
MAINTENANCE OF TRAFFIC
LS
1
$396,293.82
1.00
0.00
$0.00
3
DEMOBILIZATION, CLEANUP, RECORD DRAWINGS, PROJECT
CLOSEOUT
LS
1
$66,507.35
1.00
0.00
$0.00
4
EROSION AND SEDIMENT CONTROL
LS
1
$12,572.18
1.00
0.00
$0.00
5
SEDIMENT BARRIER
LF
19500
$3.66
18360.00
1140.00
($4,172.40)
6
FLOATING TURBIDITY BARRIER
LF
5575
$20.56
5875.00
300.00
$6,168.00
7
CLEARING & GRUBBING 10.60 ACRES
LS
1
$306,533.81
1.00
0.00
$0.00
8
REMOVAL OF EXISTING CONCRETE HEADWALLS
SY
71
$156.70
53.53
17.47
$2,737.55
9
REMOVAL OF EXISTING BULKHEAD SEA WALL
LF
82
$308.98
65.00
17.00
$5,252.66
10
REGULAR EXCAVATION
CY
34
$27.59
34.00
0.00
$0.00
11
1EMBANKMENT
CY
25324
$23.05
25850.22777
526.22777
$12,129.55
12
FLOWABLE FILL
CY
2577
$217.70
2577.00
0.00
$0.00
13
PREPARED SOIL LAYER FINISH SOIL LAYER, 6"
SY
42864
$1.83
42864.00
0.00
$0.00
14
CONCRETE CLASS I END WALLS
CY
36.3
$993.15
18.00
18.30
$18,174.65
15
CONCRETE CLASS IV BULKHEAD
CY
3028.6
5586.77
3036.61
8.01
$4,697.58
16
CONCRETE CLASS IV, BOX CULVERT & SHOULDER BARRIER
WALL
CY
230.8
$1,819.63
227.55
3.25
$5913.80
17
REINFORCING STEEL
LB
441318
$1.00
446724.69
5406.69
$5,406.69
18
IMANHOLE, ADJUST
EA
3
$1,655.25
2.00
1.00
$1,655.25
19
IPIPE CULVERT CONCRETE, ROUND 18" S/CD
LF
226
5505.18
226.00
0.00
$0.00
20
PIPE CULVERT CONCRETE ROUND 30" S/CD
LF
182
5565.56
182.00
0.00
$0.00
21
PIPE CULVERT CONCRETE, ROUND 36" S/CD
LF
133
$741.11
112.00
21.00
$15,563.31
22
PIPE CULVERT CONCRETE ELLIPTICAL 34"x53" S/CD
LF
191
5865.02
191.00
0.00
$0.00
23
PIPE CULVERT CONCRETE ELLIPTICAL 43"x68" S/CD
LF
215
S940.511
182.00
33.00
($31,036.83
24
PIPE FILLING & PLUGGING
CY
13
5366.83
2.40
10.60
$3,888.40
25
MANATEE GATE FOR 18" PIPE
EA
2
$1,088.50
2.00
0.00
$0.00
26
MANATEE GATE FOR 36" PIPE
EA
3
$1,632.75
3.00
0.00
$0.00
27
IMANATEE GATE FOR 42" PIPE / 34"X53" PIPE
EA
2
$2,394.70
2.00
0.00
$0.00
28
IMANATEE GATE FOR 60" OR GREATER PIPE
EA
2
$2,830.10
2.00
0.00
$0.00
29
PRESTRESSED SOIL ANCHOR
EA
401
$1,105.93
401.00
0.00
$0.00
30
STEEL SHEET PILE
SF
237357
1 $23.91
238224.59
867.59348
$20,744.16
31
PIPE HANDRAIL - GUIDERAIL ALUMINUM
LF
5518
$44.89
5571.00
53.00
$2,379.17
32
FENCING, ORANGE VINYL / PLASTIC SAFETY FENCE, 4',
FURNISH & INSTALL
LF
2000
$3.00
2000.00
0.00
$0.00
33
PERFORMANCE TURF SOD
SY
42864
$4.35
5751.00
37113.00
$161,441.55
34
REMOVAL OF EXISTING CONCRETE 6'X6' BOX CULVERT
LF
270
$440.85
166.67
103.33
$45,553.03
35
ISUBSOIL EXCAVATION
CY
500
$32.66
873.00
373.00
$12,182.18
36
MANHOLES J-8 <10'
EA
1
$9,252.25
1.00
0.00
$0.00
37
PRESTRESSED SOIL ANCHOR, PERFORMANCE TEST
EA
8
$3,847.25 1
5.00
3.00
$11,541.75
38
PRESTRESSED SOIL ANCHOR CREEP TEST
EA
20
$3,847.25
20.00
0.00
$0.00
39
TYPE B STABILIZATION
SY
1788
$21.77
1289.69
498.31
$10,848.21
40
OPTIONAL BASE BASE GROUP 09
SY
1553
$27.22
1291.07
261.93
$7,129.73
1
SUPERPAVE ASPHALTIC CONC, TRAFFIC C
TN
243
$217.70
194.24374(48.76)..$10,614.24
42
ASPH CONC FC, TRAFFIC C, FC -9.5, PG 76-22
TN
81
$217.70
78.19127
2.81
$611.46
3
CONCRETE CURB & GUTTER TYPE F
LF
32
$38.10
0.00
32.00
($1,219.20
44
ICONCRETE SIDEWALK & DRIVEWAYS, 4"
SY
26
$70.760.00
26.00
$1,839.76
45
GUARDRAIL RESET
LF
1143
$21.77
1143.00
0.00 1
$0.00
Change Order No. 1 (Revised Unit Price Pay Items 29 and 30
29
Deduct Prestressed Soil Anchor
EA
401
$1,105.93
401.00
0.00
$0.00
29 -Rev
Add Prestressed Soil Anchor
EA
401
S663.242469
412.33
11.33
$7,514.54
30
Deduct Steel Sheet Pile
SF
237357
$23.910000
237357.00
0.00
$0.00
30 -Rev
Add Steel Sheet Pile
SF
237357
$8.370229
237754.00
397.00
$3,322.98
Change Order No. 2
1
Flowable Fill Revision
Deduct Flowable Fill
CY
2577
5217.70
2577.00
0.00
$0.00
Add Stone Capped With Flowable Fill I
LS
1 1
1 S480,G45.901
1.00
0.00 1
$0.00
Change Order No, 3 Items 01-22-20 - Sea Wail Const, IFB 17-18-53.xlsx Page 1 of 2
Description
Unit
Original
Contract
Quantity
Unit Price
Final Installed
Quantity
Quantity
Adjustment
Change in
Total Price
2 RWM Repair
EA
2
S3,260.25
2.00
0.00
$0.00
3 Add Hydro -Seeding
SY
40000
$2.64
36862.71
3137.29
$8,282.45
Add S -9A with connections
$0.00
Pipe CulvertConcrete Round, 24" S/CD
LF
14 1
$535.49
14.00
0.00
$0.00
Pipe CulvertConcrete, Round, 30" S/CD
LF
6
$565.56
6.00
0.00
50.00
Manholes J-8 <10'
EA
1
$9 252.25
1.00
0.00
$0.00
5 Repair Two Existing 6'x6' Box Culverts
0.00
$0.00
Concrete Class IV Box Culvert & Shoulder Barrier Wall
CY
133.05
$1,819.63
133.05
0.00
$0.00
Removal Of Existing Concrete 6'x6' Box Culvert
LF
50.00
$440.85
50.00
0.00
$0.00
Type B Stabilization
SY
263.55
$21.77
263.55
0.00
$0.00
Optional Base, Base Group 09
SY
251.00
$27.22
251.00
0.00
$0.00
Sue ave Asphaltic Conc, Traffic C
TN
40.94437
$217.70
40.94
0.00
$0.00
Asph Conc FC, Traffic C, FC -9.5, PG 76-22
TN
13.64814
$217.70
13.64814
0.00
$0.00
Desiitin
SY
75
$302.65
75.00
0.00
$0.00
Cementitious Coating
SF
3888
$27.25
4577.908
689.9083
$18,800.00
Video
EA
2
$4,000.00
2.00
0.00
$0.00
Cofferdam / Water Control
EA
2
$11,000.00
2.00
0.00
$0.00
Dewatering
EA
2
$22,000.00
2.00
0.00
$0.00
6 1 Repair Three Existing 6'x6' Box Culverts
$0.00
Pipe CulvertConcrete Elliptical, 34"x53" S/CD
LF
97
$865.02
97.00
0.00
$0.00
Pipe CulvertConcrete, Elliptical, 43"x68" S/CD
LF
152
$940.51
152.00
0.00
$0.00
Type B Stabilization
SY
407.40
$21.77
407.40
0.00
$0.00
Optional Base Base Group 09
SY
388.00
$27.22
388.00
0.00
$0.00
Su er ave Asphaltic Conc Traffic C
TN
40.94437
$217.70
40.94437
0.00
$0.00
Asph Conc FC, Traffic C, FC -9.5, PG 76-22
TN
13.64814
5217.70
13.64814
0.00
$0.00
Desilting
SY
41.77776
$302.65
41.77776
0.00
$0.00
Cementitious Coating
SF
4104
$27.25
4881.9817
777.9817
$21,200.00
Investigation
EA
3
$4,000.00
3.00
0.00
$0.00
Materials
LS
1
$38,995.32
0.544132
0.46
$17,776.72
Handling and Disposal
LS
1
$9,200.00
2.5789
1.5789
$14,526.00
Cofferdam
EA
3 1
$11,000.00
3.00
0.00
$0.00
Additional Concrete
CY
7
$586.77
0.00
7.00
$4,107.39
Dewatering
EA
3
$8,700.001
3.00
0.00
$0.00
7 Contract Time Extension
EA
1
$0.001
0.00
1.00
$0.00
8 Add Handrail
$0.00
Deduct Pipe Handrail / Guardrail
LF
614
$44.89
614.00
0.00
$0.00
Add 42" Picket Handrail
I LF
614
$88.231
614.00
0.00
$0.00
Sub -total - C.O. 3 Item 3
Change Order No. 3 Items 01-22-20 - Sea Wall Const. IFS 17-18-53.xlsx Page 2 of 2
($240,289.49)
Net Cost - Change Order No. 3 $2327289.49