Temple & Temple/Eng/Change Order #1, Final/65,957.27/Small Structure & Culvert Lining ProjectsCITY OF CARMEL
TO: Temple & Temple
CONTRACT CHANGE ORDER NO 1, Final
230 N. Bond Street
DATE: 616/2017
Scottsburg, IN 47170
PROJECT NAME:
Smalh.Structure & Culvert
CITY REQ. NO.:
Lining - 6, 30, 33, 49, 98, 104
CITY PO NO.:
34324
CITY PO DATE:
1102016 gttpp�
I. You are directed to make the following changes in this Contract:
DCS
Add additional items items due to rnodifications'in the field and requests from Carmel Utility Departments.
SCHEDULED ADJUSTMENT
ITEM
AMOUNT
OR (-) DAYS
* See detail of items and summary of chaneed costs in attached exhibit
A &--Table
ORDER ITEMS
11. The following referenced Documents further describe the changes outlined in Paragraph I,
and are to be considered a part of this Change Order: R:F.P.; 1'a W.D.C. NO.: nia .
Other:.By Request from the City of Carmel per Progress meeting minutes and proposals included herein
The.changes result in the following adjustment of Contract Price and Contract Time:
Contract Price prior to this.Change Order $771.737.98
Contract Price will be increased/decreased by this Change Order $65,957.27
New Contract Price including this Change Order $837.695:25
Contract Time prior to this Change Order 173 Days 4/24!2017 Completion:Date
Net increased resulting'froin this Change Order 0 Days
Current Contract Time including this Change Order 173 4/24/2017 Completion` Date
173 days is completion date of April 24th 2017 for Landscape and Final Completion.
This Change Order is for full and final settlement of all direct, indirect, impact costs and time
extensions incurred at anytime resulting from the performance of the changed work.
The Above Changes Are Recommended
CROSSROAD ENGINEERS
ENGINEER
3417 Sherman Drive
Address
Beech Grove. IN 46107
City/State/Zip
BY:
Phone: 317-780-1555
Date: "Z201-7
The Above Changes Are Accepted
T&T Pipe Renovation
CONTRACTOR
T&T;Pipe Renovation
Address
,Approved
JamesBl, inard�Mayor
S.
.Treasurer
CITY OF CARMEL
Small Structure & Culvert Lining - 8, 30, 33, 49, 98, 104
FINAL CHANGE ORDER #1 TABLE
Item
Number
DesaipUon
Unit
Unit Price
Original
QuantityAmount
Original
Final
Quant'
Final Amount
Over/Under
6
Pipe Lining, KDPE, Culvert 49
LFT
$1,091.73
69
$75,329,37
71
$77,512.83
$2,183.46
7
Geotextiles
SYS
$14.37
68
$977.16
34
5488.58
(S4aa.58)
8
ArmorFlex Class 85 Open Cell Block-
SYS
$145.00.
68
$9,860.00
34.
$4,930.00
(54.930.00;
9
Temporary Mulching
SYS
$3.93
211
$829.23
0
$0.00
'$329.23)
10
Topsoil (Undistributed)
CYS
$102.38
35
$3,583.30
2
$204.76
($3.,'.78:541
14
TemporaryPumparound
LS
$2,695.07
1
$2,695.07
0
$0.00
(.2.6135,07)
19
Temporary Mulching
SYS
$10.56
74
$781.44
0
$0.00
($7.81.44;
20
Topsoil(Undistributed)
CYS
$119.30
12
$1,431.60
0
$0.00
1.5;..3!.60)
28
RipRap Class 1
SYS
$61.92
50
53.096.00
40.14
$2,485.47
(5810.53)
29
Temporary Mulching
SYS
$5.50
146
$803.00
0
$0.00
;5803,00)
30
Topsoil (Undistributed)
CYS
$105.84
24
$2,540.16
3
5317.52
($2,222.84)
36
Pipe lining, HDPE, Culvert 8
LFT
$875.95
107
$93,726.65
110
$96,354.50
$2,627.85
37
Geotextiles
SYS
$16.89
38
$841.82
38.9
$657.02
$15.20
38
ArmorFlex Class 85 Open Cell Block
SYS
$160.48
38
$6,098.24
38.9
56,242.67
5144.43
39
Temporary Mulching
SYS
'$2.39
579
$1,383.81
0
$0,00
(511,363 81)
40
Topsoil (Undistributed)
CYS
$105.43
97
$10,226.71
0
$0.00
(S [0,22F.71)
47
Pipe Lining HDPE 24- Blind Tee
LFT
$212.31
15
$3,184.65
12
$2,547.72
;*636.93)
50
Geotextiles
SYS
$21.49
44
$945.56
38
$816.62
!$128.941
51
ArmorFlex Class 85 Open Cell Block
SYS
$141.55
44
$6,228.20
38
55,378.90
(S849.3R)
52
Temporary Mulching
SYS
$8.27
96
$793.92
0
$0.00
(x'793.92;
53
Topsoil (Undistributed)
CYS
5126.03
16
$2,016.48
0
$0.00
(52.7lt6,4e;
57
Temporary•Pumparound
LS
$2,695.07
1
$2,895.07
0
$0.00
($2.695.07;
59
Pipe Lining HDPE Culveit 104
LFT
$315.79
158
$49,894.82
152
$48,000.08
($1.894.74)
70
FlowableFill
CYS
S191.83
12
$2,301.96
10.63
$2,039.15
($202.81)
71
12"Concrete Cap
SYS
$123.03
16
$1,968.48
41.22
$5,071.30
$3,102.82
72
HMA Surface9.5mm
TON
$1,167.54
2
$2,335.08
0
$0.00
;32,335.08)
73
Line Thermoplastic Solid Yellow
LFT
$117.84
10
$1,178.40
0
$0,00
(*1,178.40)
74
Line Thermoplastic Solid White
LFT
$117.84
10
$1,178.40
0
$0.00
($1.176.40)
75
Temporary Mulching
SYS
$14.55
49
$712.95
0
$0.00
(5112,95)
76
Topsoil (Undistributed)
CYS
$146.22
8
$1,169.76
2
$292.44
1$577,32)
77
Clean 42"Pipe at St_ Andrews Cir:
LS
$2,300.00
0
$0.00
1
$2,300.00
$2,300.00
CITY OF CARIMEL
Small Structure & Culvert Lining - 8, 30, 33, 49, 98, 104
FINAL CHANGE ORDER # I TABLE
Item
Number
D95oVbon
Unit
Unit.pdce
Original
Quantity
Original
Amount
Final
Quantity
Final Amount
Over/Under
78
Line St Andrews Cir. With 36".HDPE
sn
$285.00
0
$0.00
345
$98,325.00
$96.325.00
79
Debris Guard for (Carmel Drive)
EA
$1,300.00
0
50.00
1
$1.300.00
$1,300.00
80
Break Concrete at College Ave. Culyert
0
$0.00
1
s1,300.00
$1,300:00
-
Removal
LS
I 51.300.001
ORIGINAL CONTRACT PRICE $771,737.96
FINAL CHANGE ORDER #1 $65,957.27
NEW CONTRACT AMOUNT INCLUDING APPROVED CHANGE ORDERS $637,695.25
CITY OF CARMEL
Small Structure & Culvert Lining - 8, 30, 33, 49, 98, 104
Exhibit A
You have been directed to make the following changes in this Contract:
ITEM
NO.
DESCRIPTION
REASON FOR CHANGE
6
Pipe Lining, HDPE, Culvert 49
Culvert was -2 feet longer than the plans represented
7
Geotextiles
Due to contours in the field the full amount was not required
8
Armofflex Class. 85 Open Cell Block
Due to contours in the field the full amount was not required
9
Temporary Mulching
Due to winter weather item was not needed
10
Topsoil (Undistributed)
Was able to use existing topsoil from site
lel
Temporary Pumparound
Was able to avoid pumparound
19
Temporary Mulching
Due to winter weather item was not needed
20
Topsoil (Undistributed)
Was able to use existing topsoil, from site
28
RipRap Class 1
Due to contours in the field the full amount was not required
29
Temporary Mulching
Due to winter weather item was not needed
30
Topsoil (Undistributed)
Was able to use a portion of topsoil at site
36
Pipe. Lining;:HDPE; Cu. Wert 8
Culvert was 3 feet longer than the plans represented
37
Geotextiles
Due to contours in the field the full amount vas not required
M
ArmorFlex Class e5.Open Cell Block
Due to contours in the field the iii1l amoturt was not required
39
Temporary Mulching
Due to winter weather item was not needed
40
Topsoil _(Undistributed)
Was able to use existing:fopsoit:from site
47
Pipe Lining HDPE 24" Blind Tee
Culvert was 3 feet shorter than the plans resp_resented
50
Geotextiles
Due. to contours, in the field the full amount was not required
51
AfmorFlex Class 85 Open Cell Block
Due to contours in the field the full amount was not -_required
,52
Temporary Mulching
Due to winter weather.item was not needed
53
Topsoil (Undistributed)
Was able to use existing topsoil from site
57
Temporary Pumparound
Was able to avoid pumparound
59
Pipe Lining HDPE Culvert 104
Culvert was 6 feet longer than the plans represented
70
Fiowable Fill
Needed less than expected
71
12" Concrete Cap
Due to field changes, weather, and material delivery issues, this item was increased
to take place of the 11MA Surface 9.5 mm with approval from the City.
CITY OF CARMEL
Small Structure & Culvert Lining - 8,3% 33, 49, 98,104
Exhibit A
You have been directed to make the following changes in this Contract:
ITEM
NO.
DESCRIPTION
REASON FOR CHANGE
72
HMA Surface 9.5mm
Due to Feld changes, weather, and material delivery issues, this item was removed
with approval from the City.
73
Line Thermoplastic Solid Yellow
Was not used due to improper application when concrete cap replaced HMA
Surface 9.5 mm
74
Line Thermoplastic Solid White
Was not used due to improper application when concrete cap replaced HMA
Surface 9.5 trim
75
Temporary Mulching
Due to «inter weather item was not needed
76
Topsoil (Undistributed)
Was able to use existing topsoil from site
77
Clean 42" Pipe at SL Andrews Cir.
Added to contract pet City of Carmel Engineering request
18
Line St. Andrews Cir. With 36" HDPE
Added to contract per City of Carmel Engineering Eguest
79
Debris Guard for (Carmel Drive)
Added to contract per City of Carmel Engineering request
80
Break Concrete at College Ave. Culvert Removal
Added to. contract due to large concrete casings around culvert needing to be
removed. This was not in the original scopeof work