HomeMy WebLinkAboutR-2021-167 Man-Con, Inc. Change Order for Southeast Second Avenue and Southeast Seventh Street Water Main Replacement ProjectRESOLUTION NO.2021-167
A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA
BEACH, FLORIDA, AUTHORIZING THE PROPER CITY OFFICIALS TO
APPROVE A CHANGE ORDER FOR THE SOUTHEAST SECOND AVENUE
AND SOUTHEAST SEVENTH STREET WATER MAIN REPLACEMENT
PROJECT IN AN AMOUNT NOT TO EXCEED THREE HUNDRED NINETY
NINE THOUSAND FIVE HUNDRED TWENTY FOUR DOLLARS AND
SIXTY SEVEN CENTS ($399,524.67); PROVIDING FOR CONFLICTS;
FURTHER, PROVIDING FOR AN EFFECTIVE DATE.
WHEREAS, the City required services to replace the water main on Southeast Second
Avenue and Southeast Seventh Street; and
WHEREAS, during the construction, there were many unforeseen conditions, such as
unanticipated utilities with which the water main was physically in conflict; and
WHEREAS, Man -Con, Inc., the main contractor for the project, re -aligned the water main
along several segments, which resulted in a cost overrun in the amount of $155,292.71; and
WHEREAS, after the water main was installed, Public Services' Utility Division exercised
65 valves within the project boundary to shut down the existing water main and connect to the
newly installed water main; and
WHEREAS, in order to properly and safely shut down the existing watermain, a temporary
line stop procedure is required to cut the pressurized water flow; and
WHEREAS, Man -Con, Inc. will be hiring a specialized subcontractor which will safely
shut down the water main at the affected locations; after the shut downs, Man -Con, Inc. will be
able to reconnect the existing water main on the side streets and alleyways to the newly installed
water main on SE 2nd Avenue; and
WHEREAS, the total cost for this additional work is $244,231.96; and in order to complete
the additional work summarized above, Man -Con, Inc.'s contract amount of $2,163,955.20 for the
project (budgeted in the F22 CIP plan) will be exceeded by $399,524.87; and
WHEREAS, this amount will be appropriated via a budget transfer to the following
accounts: Revenue - 401-00-00-389-90-02 Appropriated Net Position, Expense - 401-33-02-533-
63-10 Water Distribution Improvements;
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE
CITY OF DANIA BEACH, FLORIDA:
Section 1. That the above "Whereas" clauses are ratified and confirmed, and they are
made a part of and incorporated into this Resolution by this reference.
Section 2. That the City Commission authorizes the proper City officials to approve
the change order for the "Southeast Second Avenue and Southeast Seventh Street Water Main
Replacement Project" in an amount not to exceed Three Hundred Ninety -Nine Thousand Five
Hundred Twenty Four Dollars and Sixty Seven cents ($399,524.67).
Section 3. That all resolutions or parts of resolutions in conflict with this Resolution
are repealed to the extent of such conflict.
Section 4. That this Resolution shall become effective immediately upon its passage
and adoption.
PASSED AND ADOPTED on November 9, 2021.
ATTEST:
THOMAS SCHNEIDER, CMC
CITY CLERK
i
APPROVED S O FORM AND CO
1 i J
THOMAS J. JkNVB
CITY ATTORNEY
pB� h
TAMARA JANO
�► MAYOR
N
2 RESOLUTION #2021-167
INCORPORATED
ENGINEERING CONTRACTORS
10/27/2021
Mr. Dincer Akin Ozaydin, P.E, G.C.
Public Services Deputy Director/ City Engineer
City of Dania Beach
1201 Stirling Road, Dania Beach, FL, 33004
Project: Dania Beach - SE 2nd Ave and SE 7th St Watermain Replacement
RE: Required Additional Contract Funding
Dear Mr. Dincer Ozaydin,
After multiple meeting and conference calls with the city and engineer of record we have attached our budget analysis, estimating
the remaining quantities we anticipate installing in order to complete this project along with change order No. 008, 009, and 010.
Several line items overran the estimated quantity listed in the Contract's bid schedule along with the change orders listed will be
necessary to complete this project.
Due to the unforeseen existing conditions experienced on this project the contract line -item quantities are projecting an overrun in
the amount of $155,292.71.
The cities operations team has provided us with an approximated number of 22 line stops that will be required in order to shut
down the existing water main, along with (2) "hot connections", and (2) repair clamps. This will allow for Man -Con to connect the
new water main to the existing water main. To accomplish this utilization of change order No. 008 $207,098.74, No. 009 $14,040.06,
No. 010 $23,093.16 totaling $244,231.96 will be needed to connect new water main system to the existing system.
This estimate is based off the information known at this time. Change orders No. 008, 009, and 010 were submitted as unit price
change orders and billing will be based on what is installed along with the billing of the Contract line items. The attached budget
analysis/ line -item billing projections will provide a detailed report of the line items and change orders making up the total
additional funding needed in the amount of $399,524.67. Please let us know if you have any questions.
Thank you,
Anthony Mancini
Vice President
Man -Con Incorporated
Main Office: Palm Beach County Office:
3460 S.W. 11" Street 3020 Fairlane Farms Road
Deerfield Beach, Florida 33442 Suite 1, Wellington, Florida
0:954-427-0230 33414
F:954-427-8133
CONTINUATION SHEET s" -; Park at. Ne .Iopmem PAGE i OF 4 PAGES
AIA Document G702, APPLICATION AND CERTIFICATE FOR PAYMENT,
containing Contractor's signed Certification, is attached.
Use Column I on Contracts where retainage for the items may apply.
APPLICATION No.:
PERIOD TO:
PROJECT NAME:
PROJECT #:
a1. Nrl_
B C
D I IE I I G
H
I
WORK COMPLETED
%
BALANCE
RETAINAGE
QUANTITY
COMPLETED
$ AMOUNT
COMPLETED
QUANTITY
COMPLETED
$ AMOUNT
COMPLETED
TOTAL
QUANTITY
TOTAL
$AMOUNT
Contract Items
Schedule of Values
Section
Title
Qty
Unit
Unit Price
I Total Cost
PREVIOUS
PERIOD
PREVIOUS
PERIOD
THIS
PERIOD
THIS
PERIOD
COMPLETED
TO DATE
COMPLETED
TO DATE
COMPLETED
TO FINISH
AMOUNT
Item No.
Description
Estimated
Quantity
Unit of
Measure
Unit Price
Extended Price
1.
GENERAL
1.01
General Requirements
1
LS
$185,000.00
185,000.00
1.00
185,000.00
1.DO
185,000.00
100.00%
1.02
Mobilization and Demobilization
1
LS
$35,000.00
35,000.00
1.00
35,000.00
1.00
35,0DO.00
100.00%
1.03
IStormwater Pollution Prevention
1
LS
$10,000.00
10,000.00
0.90
9,000.00
0.10
1,000.00
1.00
10,000.00
100.00%
1.D4
Maintenance of Traffic
1
LS
$12,500.00
12,500.00
0.90
11,250.00
0.10
1,250.00
1.00
12,5DO.00
100.00%
1.05
Permitting Allowance
1
AL
$5,000.00
5,000.00
0.05
250.00
0.05
250.00
5.00%
4,750.00
GENERAL SUBTOTAL 247,500.00
240,500.00
2,250.00
1 242,750.00
1 98.08%
4,750.00
UTILrrIES
2.01
12" C-900 PVC Water Mein
6,800
LF
69.00
469,200.00
6,427.00
443,463.00
10.00
690.00
6,437.00
444,153.00
94.66%
25,047.00
2.02
12" DIP Water Main
480
LF
90.00
43.200.00
850.00
76,500.00
850.D0
76,500.00
177.08%
(33,300.00
2.03
8"C-900 PVC Water Main
420
LF
56.00
23,520.00
388.00
21,728.00
388.00
21,728.00
92.38%
1,792.00
2.04
B" DIP Water Main
45
LF
65.00
2,925.00
31.00
2,015.00
70.00
4,550.00
101.00
6,665.00
224.44%
3,640.00
2.05
6" C-900 PVC Water Main
260
LF
53.00
13,780.00
69.00
3,657.00
355.00
18,815.00
424.00
22.472.00
163.08%
8,692.00
2.06
6" DIP Water Main
325
LF
60.00
19,500.00
287.00
17,220.00
20.00
1,200.00
307.00
18,420.00
94.46%
1,080.00
2.07
4" DIP Water Main
35
LF
66.00
2,310.D0
29.00
1,914.00
10.00
660.00
39.00
2,574.00
111.43%
264.00
2.08
3" HDPE Water Main
10
LF
119.00
1,190.00
0.00
0.000/1
1,190.00
2.09
2-1/2" HDPE Water Main
20
LF
71.00
1,420.D0
0.00
0.00%
1,420.00
2.10
2" HDPE Water Main
300
LF
46.00
13,8DO.DO
385.00
17,710.00
100.00
4,600.001
485.00
22,310.00
161.67%
8,510.00)
2.11
12"x12" DIP Cross
1
FA
824.00
824.D0
1.00
824.00
1.00
824.00
100.00%
2.12
12N 13" DIP Cross
1
FA
593.00
593.D0
1.00
593.00
1.00
593.00
100.00%
2.13
12N6" DIP Cross
2
EA
524.00
1,D48.00
0.00
1.00
524.00
1.00
524.00
50.00%
524.00
2.14
12N12" DIP Tee
3
EA
588.00
1,764.00
2.00
1,176.00
1.00
588.00
3.00
1,764.00
100.00%
2.15
12"x8" DIP Tee
5
FA
485.00
2,425.00
5.00
2,425.00
5.00
2,425.00
100.00%
2.16
12'x6" DIP Tee
42
FA
437.00
18,354.00
48.00
20,976.00
48.00
20,976.00
114.29%
2,622.00
2.17
12"x4" DIP Tee
2
FA
433.00
866.00
3.00
1,299.00
3.00
1,299.00
150.00%
433.00
2.18
IINB" DIP Tee
2
EA
319.00
638.00
1.00
319.00
2.00
638.00
3.00
957.00
150.00%
319.00
2.19
8"A6" DIP Tee
2
EA
281.00
562.00
0.00
1.00
281.00
1.00
281.00
50.00%
281.00
2.20
6`4" DIP Tee
2
EA
229.00
458.00
0.00
2.00
458.00
2.00
458.00
100.00%
2.21
12" DIP 90° Bend
1
EA
399.00
399.00
0.00
1.00
399.00
1.00
399.00
100.00%
2.22
8" DIP 90° Bend
2
EA
214.00
428.00
0.00
3.00
642.00
3.00
642.00
150.00%
214.00
AM DDCUMENT G700- Conn nuator S- for G7D2 1.2-1
CONTINUATION SHEET sa WP,ru saa De P.m PAGE 2 OF 4 PAGES
AU1 Doament G702, APPLICATION AND CERTIFICATE FOR PAYMENT,
containing Contractor's signed Certification, is attached.
Use Column 1 on Contracts where retainage for the items may apply.
APPLICATION No.:
PERIOD TO:
PROJECT NAME:
PROJECT#:
RID No.
B C
1 E
H
I
WORK COMPLETED
%
BALANCE
RETAINAGE
QUANTITY
COMPLETED
$ AMOUNT
COMPLETED
QUANTITY
COMPLETED
6 AMOUNT
COMPLETED
TOTAL
QUANTITY
Contract Items
Schedule of Values
Section
Title
any
Unit
Unit Price
Total Cost
PREVIOUS
PERIOD
PREVIOUS
PERIOD
THIS
PERIOD
THIS
PERIOD
COMPLETED
TO DATE
7604T5..00
COMPLETED
TO FINISH
AMOUNT
Item No.
Description
Estimated
Quantity
Unit of
Measure
III pPt&a =
Extended Price
2.23
6" DIP 90° Bend
37
EA
155.00
5,735.00
0.00
39.00
6,045.00
39.00
105.41%
310.00
2.24
12" DIP 45o Bend
81
EA
371.00
30,051.00
40.00
14,840.00
8.00
2,968.00
48.00
17,808.00
59.26%
12,243.00
2.25
8" DIP 45° Bend
2
EA
197.00
394.00 1
0.00
2.00 1
394.00
2.00
394.00
100.00%
2.26
6" DIP 45° Bend
11
FA
143.00
1,573.00
2.00
286.00
12.00
1,716.00
14.00
2,002.00
127.27%
429.00
2.27
KK6" DIP Reducer
4
EA
157.00
628.00
2.00
314.00
3.00
471.00
5.00
785.00
125.00%
157.00
2.28
12" DIP Plugs and Caps
4
EA
738.00
2,952.00
6.00
4,428.00
3.00
2,214.00
9.00
6,642.00
225.00%
3,690.00
2.29
8" DIP Plugs and Caps
1
EA
638.00
638.00
7.00
4,466.00
7.00
4,466.00
700.00%
(3,828.00)
2.30
6" DIP Plugs and Caps
50
EA
600.00
30,000.00
32.00
19,200.00
53.00
31,800.00
85.00
51,000.00
170.00%
21,000.00
2.31
2" Plugs and Caps
22
EA
624.00
13,728.00
3.00
1,872.00
22.00
13,728.00
25.00
15,600.00
113.64%
1,872.00
2.32
12" DIP Gate Valve
23
EA
3,442.00
79,16&00
21.00
72,282.00
2.00 1
6,884.00
23.00
79,166.00
100.00%
2.33
8" DIP Gate Valve
4
EA
3,859.00
15,436.00
8.00
30,872.00
8.00
30,872.00
200.00%
(15,436.00)
2.34
6" DIP Gate Valve
47
EA
3,456.00
162,432.00
51.00
176,256.00
2.00
6,912.00
53.00
183,168.00
112.77%
20,736.00
2.35
4" DIP Gate Valve
2
EA
1,250.00
2,500.00
3.00
3,750.00
3.00
3,750.00
160.00%
1,250.00
2.36
2-1/2" Curb Stop with Valve Box
1
EA
1,750.00
1,750.00
1 0.00
0.00%
1,750.00
2.37
2" Curb Slop with Valve Box
24
EA
1,400.00
33,600.00
22.00
30,800.00
22.00
30,800.00
91.67 %
2,800.00
2.38
Cut -In and Connect to Existing 4" to 12" Water Main
35
FA
3,500.00
122,500.00
1.00
3,500.00
38.00
1 133,000.00
39.00
136,5DO.00
111.43 %
14,000.D0
2.39
Cut -In and Connect to Existing 2" to 3"Water Main
25
FA
1,583.00
39,575.00
0.00
24.00
37,992.00
24.00
37,992.00
96.00%
1,583.00
2.40
Fire Hydrant Assemblies
20
EA
3,000.00
60,000.00
20.00
60,000.00
1.00
3,000.00
21.00
63,000.00
106.00%
(3,000.00
2.41
Bacteriological Sample Points
30
EA
250.00
7,500.00
28.00
7,000.00
28.00
7,000.00
93.33%
500.00
2.42
11" Single, Short Water Services
16
EA
1 1,400.00
22,400.00
17.001
23,800.00
17.00
23,800.00
106.25%
1,400.00
2.43
1" Single, Long Water Services
13
EA
1 1,400.00
18,200.00
11.00
15,400.00
11.00
15,400.00
84.62%
2,800.00
2.44
2" Double, Short Water Services
21
EA
2,000.00
42,DDO.00
18.00
36,000.00
18.00
36,000.00
1 85.71%
6,000.00
2.45
2" Double, Long Water Services
5
EA
2,200.00
11,000.00
7.00
15,4Do.00
7.00
15,400.00
140.00%
4,400.00
2.46
Deflections Under Unforeseen Utility Conflicts
2
FA
20,000.00
40,OD0.00
13.00
260,000.00
13.00
260,000.00
650.00%
220,000.00
2.47
Point Repairs for Sanitary Sewer Mains
10
FA
2,784.00
27,840.00
4.00
11,136.00
6.00
16,704.00
10.00
27,840.00
100.00%
2.48
Point Repairs for Sanitary Sewer Laterals
20
EA
1,425,00
28,500.00
1 6.00
8,550.00
8.00
11,400.00
14.00
19,950.00
70.00%
8,550.DO
2.49
Remove Existing Water Main
200
LF
1 15.00
3,000.00
0.00
200.00
3,000.00
200.00
3,000.00
100.00%
2.50
Remove Existing Fire Hydrant Assemblies
12
FA
805.00
9,660.00
0.00
12.00
9,660.00
12.00
1 9,660.00
100.00%
2.51
Remove Existing Valve Nuts and Boxes
15
EA
735.00
11,025.00
0.00
15.00
11,025.00
15.00
11,025.00
100.00%
2.52
Cut, Cap, Grout, and Abandon Existing Water Main
7,630
LF
4.00
30,520.00
0.00
7,630.00
30,520.00
7,630.00
30,520.00
100.00%
UTILITIES SUBTOTAL 1,473,507.00
1,411,971.00
363,478.00
1,775,449.00
6&06
(301,942.00)
AIA DOCUMENT G703-COMinuati-Sh.t rorO 2
CONTINUATION SHEET Semmk wnSna D.. -o PAGE1OF4PAGES
AIA Dorvment G702, APPLICATION AND CERTIFICATE FOR PAYMENT,
Containing Contractor's signed Certification, is attached.
Use Column 1 on Contracts where retainage for the Items may appty.
APPLICATION No.:
PERIOD TO:
PROJECT NAME:
PROJECT#:
a C
D I E G
H
I
WORK COMPLETED
°/.
BALANCE
RETAINAGE
QUANTITY
COMPLETED
$AMOUNT
COMPLETED
QUANTITY
COMPLETED
$AMOUNT
COMPLETED
TOTAL
QUANTITY
TOTAL
$AMOUNT
Contract It...
Scheduk of Values
Section
Title
Qry
Unit
Unit Price
Total Coct
PREVOUS
PEPoOD
PREVIOUS
PERIOD
THIS
PERIOD
THIS
PERIOD
COMPLETED
TO DATE
COMPLETED
TO DATE
COMPLETED
TO FINISH
AMOUNT
It.. No.
Description
Esfimatetl
puantity
Unitof
Measure
Unit Price
Extended Price
ROADWAY
3.01
1" Type SP-9.5 Asphalt Milling and Resurfacing
10,875
Sy
11.00
119,625.00
0.00
10,875.00
119,625.00
10,875.00
119,625.00
100.00%
3.02
4"Thick Sidewalk
133
Sy
54.00
7.182.00
6.00
324.00
6.00
324.00
4.51%
6,858.00
3.03
Asphalt Driveway Restoration
34
Sy
77.00
2,618.00
0.00
34.00
2.618.00
34.00
2,618.00
100.00%
3.04
Concrete Driveway Restoration
10
Sy
167.00
1,670.00
4.00
668.00
4.00
668.00
40.00%
1,002.00
3.05
Type F Curb end Gutter Replacement
38
LF
60.00
2,280.00
0.00
38.00
2,280.00
38.00
2,280.00
100.00
3.06
Asphalt Speed Tables
2
FA
4,013.00
8,026.D0
0.00
2.00
8,026.00
2.00
8,026.001
100.00%
3.07
Remove and Replace Bollards
7
EA
901.00
6,307.001
0.00
7.00
6.307.00
7.00
6,307.00
100.00%
3.08
Solid Tragic Stripe (24" White) - Thermoplastic
454
LF
10.00
4,540.00
0.00
454.00
4.540.00
454.00
4,540.00
100.00%
3.09
Solid Traffic Stripe (12" White) - Thermoplastic
246
LF
2.75
676.50
0.00
246.00
676.50
246.DO
676.50
100.00%
3.10
Solid Traffic Stripe (6" Double Yellow- Thermoplastic
1,600
LF
2.75
4,125.00
0.00
1,500.00
4,125.00
1,500.D0
4,125.00
100.00%
3.11
Solid Traffic Stripe (6" White) - Thermoplastic
65
LF
1.50
97.50
0.00
65.D0
97.50
65.00
97.50
100.00%
3.12
Solid White Arrow - Thermoplastic
1
IA
95.00
96.00
0.00
1.00
95.00
1.00
95.00
100.00%
3.13
Retro-Reflective Pavement Markers
132
EA
6.50
858.00 1
0.00
132.00
858.00
132.00
858.00
100.00%
3.14
Single Post with Signs and Plaques (up to 12 SF total)
3
FA
3,500.00
10,5DO.00
0.00
3.00
10,500.00
3.00
10,500.00
100.00%
3.15
Brick Paver Crosswalks and Speed Tables
93
BY
209.25
19,460.DO
0.00
93.00
19,460.00
93.00
19,460.00
100.00%
3.16
Removal of Existing Pavement Markings and Signage
1
LS
35,085.00
35,085.00
0.00
1.00
35,085.00
1.00
35,085.00
100.00%
3.17
Landscape Removal
i
LS
23,080.00
23,080.00
1.00
23,080.00
1.00
23,080.00
100.00%
ROADWAY SUBTOTAL 246,225.00
11.00
24,072.00
214,293.00
13,482.00
238,365.00
15.45
7,880.00
TOTAL COST
1,967,232.00
1070
580,021.00
2,256,564.00
(289,332.00)
AIA DOCUMENT G703. COMinuabon Shaet for G702
CONTINUATION SHEET S—ri Perk axe Oevelnpm dr PAGE 4 GP 4 PAGES
AIA Doament G702, APPLICATION AND CERTIFICATE FOR PAYMENT,
containing Contractor's signed Certification, is attached.
Use Column I on Contracts where retainage for the items may apply.
APPLICATION No.:
PERIOD TO:
PROJECT NAME:
PROJECT#:
BID NO.
B C
D I E G
H
I
WORK COMPLETED
%
BALANCE
RETAINAGE
QUANTITY
COMPLETED
SAMOUNT
COMPLETED
QUANTITY
COMPLETED
BAMOUNT
COMPLETED
TOTAL
QUANTITY
TOTAL
$AMOUNT
Contract Items
Schedule of Values
Section
Title
City
I Unit
I Unit Price
I Total Cost
PREVIOUS
PERIOD
PREVIOUS
PERIOD
THIS
PERIL
THIS
PERIOD
COMPLETED
TO DATE
COMPLETED
TO DATE
COMPLETED
TO FINISH
AMOUNT
Item No.
Description
Estimated
Quantity
Unitof
Measure
Unit Price
Extended Price
CONTINGENCY
1
Replace Cut In IT x 12' Tees with 12' x 12" Tapping Sleeves and
valves
1
LS
11,532.70
11,532.70
0.50
5,766.35
0.50
5,766,35
1.00
11,532.70
10D.00%
2
F81 (4) Project Signs
1
LS
4,404.55
4,404.55
1.00
4,4D4.55
1.00
4,404.55
100.00%
3
lF&I Casing Pipe
1
LS
6,922.50
6,922.50
1.D0
6,922.50
1.00
6,922.50
100.00%
4
FBI Corporation, Relocate Valve Box Outside of The Road
1
LS
10,175.00
10,175.00
1.00
10,175.00
1.00
10,175.00
100.00%
5
F81 Corporation, Relocate Valve Box Outside of The Road - Short
1
LS
13,875.00
13,875.00
1.00
13,875.00
1.00
13,875.00
100400%
6
Storm Drain Repair
1
LS
15,774.16
15,774.16
1.00
15,774.16
1.D0
15,774.16
100.00%
TOTAL CONTINGENCY 196,723.20
1 56,917.561
1 5,766,351
1 62, 683.91
1 31.86%
1 134,039.29
TOTAL COST AND CONTINGENCY
2,163,955.20
1 1,733,460.56
585,787.35
2,319,247.91
10748%
(155,292 71)
Change Order
ea
4' Line Stops
0
EA
8,358.85
#DIV/0'
eb
T Line Stops
18
FA
8,853.93
159,370.74
18DD
159,370.74
18.D0
159,370.74
100.00%
Bc
S" Line Stops
D
FA
9,897.89
#DIV/01
Bd
12" Line Stops
4
FA
11,932.00
47,728.00
4.00
47,728.00
4.00
47,728.00
100.00%
g
Water Main Repair Coupling
2
EA
7,02DO3
14,040.06
2.00
14,040.06
2.00
14,040.06
100.00%
12
Hot Connections
2
FA
11,546.58
23,093.16
2.00
1 23,093.16
2.00
23,093.16
100.00%
Change Order Total
TOTAL CONTRACT w/ CD's
TOTAL Contract Overage
AIA DOCUMENT-3- Cominuaaon Sheet for G702 10125/2021
244,231.96 244,231
2,563,479.87
(399,524.67)
TOTAL Cost Overrun
Additional Costs over
Contract
Connection
Number
Street
Station
Size
Tie-in Type
Shut Down Date
Line -Stops?
1
2nd
10+79
12x12
Tee
Complete
2
2nd
12+46
6
Coupling
Maybe
3
2nd
13+72
6
Valve
4
2nd
14+70
2
Coupling
5
2nd
16+00
6
90
6
2nd
16+95
2
Coupling
7
2nd
18+18
6
90
8
2nd
19+25
2
Coupling
9
2nd
19+35
8
90
10
2nd
19+66
2
Coupling
11
2nd
20+99
6
90
YES
12
2nd
21+22
6
Coupling
13
2nd
24+32
2
Coupling
14
2nd
24+34
6
90
15
2nd
25+76
6
90
YES
16
2nd
27+58
6
90
17
2nd
28+95
2
Coupling
18
2nd
30+22
6
90
19
2nd
30+28
6
Valve
20
2nd
31+49
2
Coupling
21
2nd
34+20
2
Coupling
22
2nd
36+17
6
90
23
2nd
37+82
2
Coupling
24
2nd
37+84
2
Coupling
25
2nd
39+34
6
90
26
2nd
40+92
2
Coupling
27
2nd
42+30
8x8
Tee
28
2nd
43+41
6
90
29
2nd
43+42
2
Coupling
30
2nd
44+70
2
Coupling
31
2nd
45+01
6
Coupling
32
2nd
46+32
2
Coupling
33
2nd
46+33
6
90
YES
34
2nd
47+41
2
Coupling
35
2nd
47+42
2
Coupling
36
2nd
47+58
6
90
37
2nd
49+05
6
90
YES
38
2nd
49+10
2
Coupling
39
2nd
50+36
2
Coupling
40
2nd
50+65
6
90
41
2nd
52+05
6
90
YES
42
2nd
53+00
6
Coupling
43 12nd
53+17
6
Coupling
44 12nd
55+19
6
90
YES
45 12nd
55+25
2 1
Coupling
Connection
Number
Street
Station
Size
Tie-in Type
Shut Down Date
Line -Stops?
46
2nd
56+44
4
Valve
47
2nd
56+50
2.5
Coupling
48
2nd
57+02
8
Valve
49
2nd
57+31
6
90
Maybe
50
2nd
58+92
6
90
YES
51
2nd
58+97
2
Coupling
52
2nd
60+04
2
Coupling
53
2nd
60+78
2
Coupling
54
2nd
60+95
12x12
Tee
YES
55
2nd
64+13
6x6
Tee
YES
56
2nd
67+12
6
90
57
2nd
68+86
2
Coupling
58
2nd
68+91
6
90
59
2nd
70+23
Unk
Coupling
60
2nd
70+56
6
90
61
7th
20+34
6
90
62
7th
21+34
2
Coupling
63
7th
21+35
8
Valve
64
7th
32+99
12
Cross
YES
65
1st
10+11
6x6
Tee
Completed
66
2nd
23+05
4"
90
Connection Table
Line Item 2.38 38
Line Item 2.39 26
2" Line Stops TBD
4" Line Stops
6" Line Stops 20
8" Line Stops
12" Line Stops 4
1�
Calvin, Giordano & Associates, Inc
A SAFEWIt COMPANY
Change Order No. 8
Project: Dania Beach SE 2nd Avenue and SE 7th Street Water Main Replacement
Date of Issuance: 10/5/2021 Effective Date: 10/5/2021
Owner: City of Dania Beach Engineer: Calvin, Giordano & Associates, Inc.
Owner Contract No: 20-006 Engineer Contract No: 10-3311.2
Contractor: Man -Con, Inc.
Changes in the Contract Documents:
Description: Twenty-two Line -stops of Various Sizes
Reason for Change Order: Due to existing valves not being able to fully close to shut down the existing water main for the
proposed cross street connections to the new 12-inch water main, line -stops are required to be
furnished and installed by the Contractor to temporarily shut down the existing water mains for cutting
in new connections.
Since the work has not yet been performed, the proposed price of this change order is only an estimate.
It shall not be considered a lump sum, and line -stops that are not required shall not be compensated for
nor will the time extension be granted. Conversely, any additional line -stops that are required beyond
the agreed upon amount of this change order shall require a separate approval prior to performing the
work. If required, a deductive change order for contract price and contract time shall be issued after the
work is complete.
Remaining budget from unused pay items shall fund this additional work.
The approval of a 110-calendar day extension of contract time detailed below (5 calendar days per line -
stop) shall be non -compensatory. The time extension is granted strictly for the furnishing and installing
of the line -stops.
Attachments: Detailed cost breakdowns showing costs for each size line -stop.
Changes in Contract Price#
Changes in Contract Times
Original Contract Price:
Original Contract Times:
$ 1,967,232.00
Substantial Completion: 1/18/2022 (270 calendar days)
Ready for Final Payment: 2/17/2022 (300 calendar days)
(days or dates)
Net changes from previous Change Orders:
Net changes from previous Change Orders:
$ 67,580.86
0 calendar days
Contract Price prior to this Change Order:
Contract Times prior to this Change Order:
$ 2,034,812.86
Substantial Completion: 1/18/2022 (270 calendar days)
Ready for Final Payment: 2/17/2022 (300 calendar days)
(days or dates)
Total Proposal Price of this Change Order:
Net Increase of this Change Order:
$ 207,098.74
110 calendar days (5 calendar days per line -stop)
Contract Price with all Approved Change Orders:
Contract Times with all approved Change Orders:
Only approved up to $2,163,955.20 until additional funding is
Substantial Completion: 5/8/2022 (380 calendar days)
received and City provides written confirmation.
Ready for Final Payment: 6/7/2022 (410 calendar days)
(days or dates)
Recommended:
Approved:
Accepted:
By:
By:
���-�—
By:
Engineer
Date:
Owner
Date: 10/5/2021
Date: 10/5/2021 Contractor
0
Calvin, Giordano & Associates, Inc.
A SAFEbu4t COMPANY
Change Order No. 9
Project: Dania Beach SE 2"d Avenue and SE 71h Street Water Main Replacement
Date of Issuance: 10/5/2021 Effective Date: 10/5/2021
Owner: City of Dania Beach Engineer: Calvin, Giordano & Associates, Inc.
Owner Contract No: 20-006 Engineer Contract No: 10-3311.2
Contractor: Man -Con, Inc.
Changes in the Contract Documents:
Description: Water main point repair using repair coupling.
Reason for Change Order: This proposal is for the installation of a repair clamp to be installed as a point repair for any location
where a "Dry" connection was to be provided by the City utilizing complete valve shutdowns to isolate
the connection point but was unable to do so, and the conditions in the field did not allow for a safe
"Hot" connection to be performed. The repair clamp will allow the existing water main to remain in
service until a line -stop installation can be scheduled for the cut -in connection to the new water main.
Since the work has not yet been performed, the proposed price of this change order is only an estimate.
It shall not be considered a lump sum, and repair clamps that are not required shall not be compensated
fo r.
Remaining budget from unused pay items shall fund this additional work.
Attachments: Detailed cost breakdown.
Changes in Contract Price#
Changes in Contract Times
Original Contract Price:
Original Contract Times:
$ 1,967,232.00
Substantial Completion: 1/18/2022 (270 calendar days)
Ready for Final Payment: 2/17/2022 (300 calendar days)
(days or dates)
Net changes from previous Change Orders:
Net changes from previous Change Orders:
$ 274,6 99.60 (only approved up to $2,163,955.20)
110 days
Contract Price prior to this Change Order:
Contract Times prior to this Change Order:
$ 2,163,955.20
Substantial Completion: 5/8/2022 (380 calendar days)
Ready for Final Payment: 6/7/2022 (410 calendar days)
(days or dates)
Total Proposal Price of this Change Order:
Net Increase of this Change Order:
$ 7,020.03 (per occurrence; see attached)
0 days
Contract Price with all Approved Change Orders:
Contract Times with all approved Change Orders:
$ 2,163,955.20 (only approved up to this amount until
Substantial Completion: 5/8/2022 (380 calendar days)
additional funding is received, and City provides written
Ready for Final Payment: 6/7/2022 (410 calendar days)
confirmation)
(days or dates)
Recommended:
Approved:
Accepted:
By:
By:
By:—�
Engineer
Owner
Contractor
Date:
Date: 10/5/2021
Date: 10/5/2021
Revised: 1/23/2020
0
Calvin, Giordano & Associates, Inc.
A SAFEbwlt COMPANY
Change Order No. 10
Project: Dania Beach SE 2"d Avenue and SE 7th Street Water Main Replacement
Date of Issuance: 10/5/2021 Effective Date: 10/5/2021
Owner: City of Dania Beach Engineer: Calvin, Giordano & Associates, Inc.
Owner Contract No: 20-006 Engineer Contract No: 10-3311.2
Contractor: Man -Con, Inc.
Changes in the Contract Documents:
Description: Hot connection to live water main.
Reason for Change Order: The purpose is to address the additional costs and labor requirements to perform a "Hot" connection to
a live 6" or 8" diameter water main which are currently under pressure and are unable to be shut down
by the City using the existing valves. This pricing is a per occurrence cost and to use at the sole
discretion of the Contractor and will be billed concurrently with any applicable Contract line items for
the connection to the existing water main system. The Contractor will utilize all good faith efforts to
perform any hot connection where needed, provided the conditions allow for such a connection to be
made safely.
Since the work has not yet been performed, the proposed price of this change order is only an estimate.
It shall not be considered a lump sum and shall be subject to change based on number of occurrences.
Remaining budget from unused pay items shall fund this additional work.
Attachments: Detailed cost breakdown.
Changes in Contract Price#
Changes in Contract Times
Original Contract Price:
Original Contract Times:
$ 1,967,232.00
Substantial Completion: 1/18/2022 (270 calendar days)
Ready for Final Payment: 2/17/2022 (300 calendar days)
(days or dates)
Net changes from previous Change Orders:
Net changes from previous Change Orders:
$ 274,679.60 plus $7,020.03 per repair clamp installation (only
110 days
approved up to $2,163,955.20)
Contract Price prior to this Change Order:
Contract Times prior to this Change Order:
$ 2,163,955.20
Substantial Completion: /8/2022 (380 calendar days)
Ready for Final Payment: 6/7/2022 (410 calendar days)
(days or dates)
Total Proposal Price of this Change Order:
Net Increase of this Change Order:
$ 11,546.58 (per occurrence; see attached)
0 days
Contract Price with all Approved Change Orders:
Contract Times with all approved Change Orders:
$ 2,163,955.20 (only approved up to this amount until
Substantial Completion: 5/8/2022 (380 calendar days)
additional funding is received, and City provides written
Ready for Final Payment: 6/7/2022 (410 calendar days)
confirmation)
(days or dates)
Recommended:
Approved:
Accepted:
By:
By:
By: _
Engineer
Date:
Owner
Date: 10/5/2021
Contractor
Date: 10/5/2021
Revised: 1/23/2020