HomeMy WebLinkAboutRieth-Riley Construction Co, Inc/Eng/CO #6/-297,648.39/Range Line Road and 4th Street RAB – Project #16-ENG-31City of Carmel Project 16 -ENG -31
Range Line Road and 41" St. RAB
CHANGE ORDER #6
Change order represents added items for additional work at the roundabout and to adjust quantities to
finalize PO 100473 which represent the Range Line and 4`h Street SW RAB and 41h Street SW, west of the
Monon Trail.
Contract Price prior to this Change Order $7,705,495.11
Contract Price will be increased by this Change Order
--------------------------------------------`--------------------------------
New Contract Price including this Change Order
- - - ---------------------------------
{$297,648.39}
$7.407,846.72
Adjusted
PO #
PO -10472
PO -100473
PO -100473
Contract Price
4th SW West
Project
Veterans Way
RL & 4th RAB
of Monon
Original
$2,797,315.57
$654,132.69
$501,298.89
$5,378,409.93
Contract
Change Order 1
$1,605,251.69
$6,983,661.62
Change Order 2
$51,521.68
$7,035,183.30
Change Order 3
$52,244.51
$7,087,427.81
Change Order 4
$556,312.82
$7,643,740.63
Change Order 5
$61,754.48
$7,705,495.11
Change Order 6
($297,648.,L;-
$7,407,846.72
Adjusted
Amount
$5,010,401.76
1 $470,483.29
$501,298.89
$7,407,846.72
TO: Rieth Rilev Construction Co. Inc
1731 West Minnesota Street
Indianapolis. IN 46221
CITY OF CARINEL
CONTRACT CHANGE ORDER NO.
719/2018
PROJECTNAME: l6 -ENI G-31
CITY REQ. NO.:
CITY PO NO.: 100473
CITY PO DATE: 61U2017
1. You are directed to make the follotcing chang-es in this Contract:
6
=ells fi€r additional u:u r rwirdahout and adjust quantities to f nalizc PO 100473.
SCHEDULED ADJUST;4IE.NT
Cj_C j
AMOUNT t+1ORt-)DAYS
See detail ofitems and summary of changed costs in attached Table
1'0'1'AL OF CIIANGE ORI3ER I-FENlIS -$297.648.39 tF Del
It. The followine referenced Documents further describe the changes outlined its Paragraph 1.
and are to be considered a part of this Changs: Order: R.F.Y.:f_�_W.D.C. NO.: nia
Other: _ R\ Reouest from the City of Carmel per yrolwsais included herein
The changes result in the following, adjustment ot-Contract Price and Contract Time:
Contract Price prior to this Change Order 57.705.495.11
Contract Price will he increased by this Change Order 6297,043,11)t
New Contract Price including this Change Order 57.407.846.72
Contract Time prior to this Change Order 150 Days October 12017 Completion Date
Net increased resulting from this Change Order 0 Days
Current Contract Time including this Change Order October 1 20t7 Completion Date
This Change Order is for full and final settlement of all direct. indirect. impact costs and time
extensions incurred at any time resulting from the performance of' the changed work.
The Above Chanees Are Recommended The Above Changes Are Accepted App t o,, ed
AOSSROAD ENGINEERS
ENGINEER
3.417 Shermmn Drive
Address
Beech Grove, IN 46107
Citytstatefzip
By:
Phone: 317-780-1355
Date/ / /
t
Rieth-Riley Congntetion Co. Ine, Jan:�s Brainard. ?Mayor
CONTRACTOR
1751 West Minnesota Street )Crean% Kaslutan_ Cita En ' er
Address
Indianapolis. IN 46221
Christine S.
Date:
16 -ENG -31 4th and Ranee Linc RAS
CHAN"GE ORDER #6 TABLE
(tm
Na
Description
tacit j
Loit Price
I
OrionN
Quantity
OriY sl
Annun/
Foal
QuantitV
s Final Amount
ONer Under
I t
- --ion Engineering
LS S
61.410,00 1
0.5
S
30.705.00
8.4-'
5
24 ,3=.0.= ;
S (..141,D01
3
-- --(d Office
MO
S 1,462.85 1
9
$
13165.65
8.18
S
11 9r -.I I
S 1 199.54
4
Office Ecuiomant
MO
S 1 375.33
9
$
12,377,97
2.26
S
3 10.37
11 9. 6.80
5
Maintenance of TrafC.
LS , S
31 047.00
1
S
31,047.00
0.90
S
27,942.30
5 3.104.70)
10
Storm Water Qua' .ManacerneM Bud e!
DOL 1
S 1.00
15636
S
15.836.00 2,480,00
S
2.480.00
$ 13156.001
I'll
Su rade Trea mens, Iv'
SYD
S 24,48
1482 I
S
38.279.38 2.841,96
5
69.571,18
S 33.291.82
121
Sub rade Treatment, I -E
SYD
S 11.50
5254
S
60421.00 1,918.05
S
22.057.58
$(38,363,43111
lal
Su rade Treatment Type It
SYD
18.01
503
S
9,059.03
860.70
S
11.899.21
S 2.840.15
14
Structural Backfill, Type 1
LFT
$ 18.81
976
$
16.406.66
769.00
S
12.926.89
$ 3.479.67)
15
Compacted Aggregate No. 53 Stone
TON
S 23.34
1605
$
37,460.70 1.39146
$
32.481.34
$ 4,979,36
16
Siubgrade Treatment(Undistributed)
CYD
S 65.79
500
S
32,895,00
61.12
$
4.021.08
$ 28 873.92
17
Geogrid
SYD
S 3.57
255
$
910.35
326.00
S
1.163.82
S 253.47
18
As halt Millin 1.5'
SYD
S 6.81
1278
S
8,447.58
68."22
IS
450.93
$ .996.65
19
HMA Surface, T e'C'. 9.5 mm
TON
S 95.13
262
$
24.924.06
199.21
S
18 96917
S 5.954.19
20
HMA Intermediate. Type 'C' 19.0 mm
TON
S 70,83
436
$
30.794.88
129 79
IS
9.167.07
$ 21.627.81
211
HMA Intarmediate: T 'C', O.G. 19.0 mm
TON
S 66.31
484
S
32.094.04
405.89
S
2_6.914.57
$ 5,179,47
221
HMA Base. T C'. 25.0 mm
TON
$ 67.11
1153
S
77:377.83
728.65
IS
48.899.70
S 28.478.13
23
HMA Surface. T 'B`: 9.5 mm
TON
$ 93.21
350
S
32,623.50
245.66
1 S
22.89'.9'
S 9,725.53
24
HMA Intermediate, T 'B' 19.0 mm
TON
S 83.05
334
S
27 736.70
530,86
1 $
44.089.58
S 16.350,86
25
HMA Base, Type B'. 25.0 mm
TON
S 76.14
358
S
2".258,12
430.73
I S
32.795.78
S 5.537.88
26
A halt for Tack Coat
TON
S 0,01
5
$
0,05
0.00
$
$ 0.05
27
PCCP, 7"
SYO
3104.45
157
S
16,398.65
156.30
$
16.325.54 1
S 3.11
28
Sdewalk, Concrete
SYD
S 41.76
1708
$
71 328.08
812.65
S
33 938.26
S 37 389.82
29 Ramp. Concrete Includes Detectable Warning Eten
SYD
$ 177,19
106
$
18,782.14
126.71
S
22.451,74
$ 3.689.80
30 1
Concrete Curb, Barrier
LFT
S 14,31
1604
S
22.274.24 1,276.18
S
18.929.85
S 3,344.39
31
Mcd-fied Roll Curb
LFT
S 32.48
205
$
6,658.40
223.00
$
7.243.04
S 584.64
321
Center Curb. Type D
SYD
S 185.10
15
$
2,475.50
11.00
1,816.10
860,40
331
Curb and Gutter. Concrete. Type Il
LFT
$ 21.84
2093
S
45,711.12 2,25245
$
49,19151
S 3,482.39
34
6" Variable Barrier Curb
LFT
$ 60.61
59
$
3.575.99
54.00
$
3.272.94
$ 303.05
35
Conuete Band
LFT
S 11514
26
$
3.009.24
0.00
IS
S 3,W9.24
36
PCCP for A reaches Residential 6'
SYD
S 74.06
197
$
14.589.82
220.26
1 $
'6,312.45
S 1.722.64
37
PCCP for Approaches. Cemmerz:ai 9"
SYD
S 69.91
306
$
21.392.46
303.43
S
21.212.79
$ 179.87
39
Topsoil tAssume6'Thick)
CYD
$ 52.59
491
S
25,821.69
285.00
S
14.986.15
S !10.53334
40
Sodding, Nursery
YD
S 3.50
2943
S
10.300.50 2,709.87
S
9.484.55
S 815.96
41
Pipe. PVC, Circular. 5"
LFT
S 56.73
7
S
397.11
0.00
S
S '397.11
43
_
Pipe, PVC, Circular 12"
LFT
S 5&.53
83
S
4,857.99
114,00
S
6.672.42
S 1114.43
44
Pipe. Type 2, Circular. 12"
11 FT
S 53.42
665
S
35.524.30
525.00
5
28.045.50
S 478.80
45
Pipe. Type 2. Circular. 15"
LFT
S 60.61
73
S
4,424.53
63.50
$
3.848.74
S 575.80
46
Mpe. Type 2. Circular. 18"
LFT
$ 64,62
148
S
9,56176
137.50
$
8.885.25
5 678.51
50
Mechanical PW For RCP Pipe
EA
$ 722,49
4
S
2.889.96
0.00
$
$ (2.889.96
51
Pipe. Type 4 Circuar, 6"
LFT
$ 6.25
2495
S
15,593.75 2,346.00
S
14 882.50
S 931.25
52
Pipe Underdrain Outlet, 6'
LFT
S 26.50
49
S
1,293.50
0.00
S
$ 1,298.50
53
Aggregate for Underdrwn
CYD
S 45.10
232
S
10.463.20
276.72
$
12,480.07
$ 2.016.87
54
Geotextile for Underdrain
SYD
S 1,85
2248
S
4,155.10 2.005.49
S
3,710.18
S 444.94
63
Manhole. C4
EA
S 4,878.83
5
S
24,394.15
4.00
$
19,515.32
$ 4,878.83
681
Reolace,Castin and Adjust to Grade
EA
S 11.260.28
0
$
1.00
$
1260.28
S 1,260.28
891
Adjust Casting to Grade
EA
S 690.87
9
$
8,217.83
4.00
S
2.763.48
5 3.454.35
70
Sign Post Square, Type 1, Reinf, Ano, Base
LFT
S 20.00
299
S
5,980,00
305.00
S
6.100.00
S 120.00
71
Relocate Existing Sign
EA
S 350.00
2
S
700,00
0.00
S
S 00,00
73
Sign, Sheet. with Legend 0.080'
SFT
5 21.00
153.75
S
3,228.75
152.00
$
3,192.00
S ,75
75
Service Point. 11, Modified
EA
5 1,500.00
2
S
3,000.
1.00
S
1,500.00
S 1,500.00
76
Controller Cabinet. Pt, Modified
EA
S 3,200.00
2
$
6,400,
1.00
S
3,200.00
S 3.200.00
77
Controller Cabinet FCundaWn. P1 Modified
EA
S 1,900.00
2
S
3800.00
1.00
$
1,900.00
S 1.900.00
78
Handhole. Lighting
EA
S 800.00
7
S
5.800.001
6.00
S
4.800.00
S 800.00
791
Wire, 04 Copper in Plastic Duct in Trench. 4 IIC
LFT
5 14.00
759
S
10.626.00 1,05200
S
14 728.00
$ 4.102.00
80
Conduit. Steel. Galvanized. 2"
LFT
S 16.00
1985
S
21.840.00 1.862.00
S
29.792.00
$ 7,952.00
81
Wire. #4 Copper in Plastic Duct 4 110
LFT
5 8.00
1385
$
10:920.00
0.00
S
S 10.920.00
82 bhtno Foundation, 18" Diameter. Concrete, with Gra
EA
5 850,00
to
S
8,500.00
2.00
S
1,700.00
S 6,800.00
831
L! ht Pole 15' Height, Ornamental
EA
S 5,900.00
10
S
59,000.
3.00
S
17 700.00
S(41,300.0011
Bel
Handhole, Communications
EA
$ 1.3W.00
9
S
11,700.
6.00
$
7,800.00
S 3.900.00
87
Handhole. 3' Diameter, Communications
EA
S 2.500.00
2
$
5,000.00
1,00
S
2.500.00
$ 500.00
9C
4" Innerrduct with 3 x 1-112" Innerducts
LFT
S 16.00
1801
S
26.816.00
1,132.00
S
18.112.00
$ 10 704,00
91
4" PVC. Schedule 80
LFT
S 15.00
SD
S
750.00
80.00
$
1.200.00
S 450.00
92
rans. M.rk. Thermo, Solid While. Crosswalk Whlte. 2 LFT
S 12.00
120
5
1.440.00
0.00
$
5 1.440.00
93
Trans. Mrk. Thermo. Stcp Bar. 24"
LFT
S 12.00
79
$
948.00
11.00
S
132.00
S 816.00
94
Line, Thermo, Seed. Yellow 4"
LFT
$ 2.00
3460
S
6,M.00 1,287.00
$
2,574.00
S 4,346.00
95
Line. Thermo, Sclid, Yeilax, 8"
LFT
$ 4,00
68
$
272.00
0,00
$
S 272.00
961
Line. Thermo Solid, White, 4"
LFT
$ 2,00
$92
S
1,784,00
50.00
$
100,00
S 1.884.D0
97
Line, Thermo, Solid, White. 6"
LFT
S 3.00
97
$
291.00
150.00
S
450.00
$ 159.00
99Une,
Thermo, Dotted. White, 4"
LFT
S 2.00
50
$
100.00
40.00
S
$0.00
S 20.00
100
Line, Thermo, Dotted White. 8"
m
LFT
S 4,00
102
S
408.001
100.00
1 $
400.00
$ 8.00
101 Ins.
,',Irk Thermo Yield, White 3'. Shark Tooth, Yield 1 LFT IS
15.00
1 68
1 S
1.020.001
48.00
IS
720.00
$ 300.00
16 -ENG -31 4th and Range Linc R.aB
CHANGE ORDER 96 TABLE
Item
va
Dtscriptiue
Uait
Usk Pvkc
Original
tit:
Original
Amoant
Fatal
r0111Y
Fisil Mostar
OrtdUsder
1021a ssverse T: arki , T-wmoplasfc, ?aaewrian Crossi'EA
$
150.c0
8
S
1,200.CC,
6.00
S
800.00
1 S(300.00)
106
Snow towable Raised Pavement V arse+, Blue
EA
$
250.00
1
S
250.00
0.00
$
$
250.00`
1071
Snm*rNabte Raised Pavement Mar,?r. Yellow
EA
S
82.40
6
$
494.40
10.0:
S
824,00
S
329.60
lie
12" D.1. Water Main
LFT
S
9C.22
1805
S
162,847.10 1,656.5':
S
149.449.43
S
13.397.67
118
Compazted Aggregate Backfill, Watermain
LFT
S
18.14
1645
S
30,827.30 1,656.50
S
31,042.81
S
215.51
120
Complete Fire Hydrant Assembly
EA
1 S
5.488,65
3 1
$
16.465.95
4,00
S
21.954.60
S
5.488.85
125
4" Gate Valve
EA
S
1.173.66
1
S
1,173.66
0.00
S
5
;1 173.66
127
8" Connecticns
EA
S
3.529.50
1
S
3,529.50
2.00
S
7.059.00
3
3.529.50
129
Lon side Services
EA
S
2.397.00
1
S
2.997.00
4.00
S
9.548.00
3
7,191,00
131
T Blow Off Assembly
EA
S
1.775.83
1
S
1,775.83
3.00
S
5,327,49
$
3.551,66
132
Re ace Meter Pit Undistributed
EA
S
3.453.97
1
3
3,453:97
3.00
S
10.361.91
$
6,907.94
1331
Line Stop IT(Undistributed)
EA
S
8,341.77
1
S
6:34117
0,00
g
S
8,341,77
1341
Una Stop 8" Undistributed
EA
S
8,041.77
1
$
6.041.77
0.00
S
3
6,041.77
135
line Stop B' Undistributed
EA
S
5.741.77
1
S
5,741.77
0.00
S
$
"5.741.77
136
Team Inserts Valve 12" Undistributed
EA
$
18,841.77
1
S
1&841.77
0.00
S
S
118.841.77
137
Team inserts Valve 8 Undistributed
EA
S
10.541.77
1
S
10,54117
0.00
$
$
'10.541.77
138
Team inserts Valve 6" 'ndisthbuted
EA
$
8.141.77
1
S
9,141.77
0.00
$
$
(9,141.77)
139
Valve Retirement
EA
$
1.009.06
e
$
8054.36t,DO
S
1.009.06
$
5,045,30
140
Hydrant Retirement
EA
S
1,149.72
1
S
1,149.72
0.00
S
$
1 149.72
141
2' Concrete Cap for Watermain
SYD
S
44.27
90
S
3184 3n
0.00
1 S
$
(3,984,30)
142
Fiowable Fill For Wate mainCYD
$
87.72
85
S
T 456.20
0.00
$
$
,456,20
1
Tranch Drain
LFT
5
312.33
1
S
31233
6.00
S
1.873.98
S
1.561.65
149
Amhway Reiocatlon
LS
5
239237,56
1
$ 239.237.56
0.50
S
119.e18118
$
119.618.78
15D
Manhole. C-10
EA
$
3460.78
0
S
2.00
S
8 921.58
S
6,921,58
'51-A
ted Crosswalks. Chan Ordx #1
LS
$
135 300.00
0
S
0.64
S
86 526,00
$
88 526.00
160
R Line RAB ArchwayAdditional Cost
LS
15
21.000.00
1
S
21,000,00
0.50
S
10 SQO.00
$
10,50C,Ccs
161
Miller Auto tr T3M
LS
S
4,235.00
0
$
1.D0
S
4,235.00
S
4.23:.00
163
As Mobilization for West Le of RAS
tS
S
2.500.00
0
S
1.00
S
2500.00
5
2.SC _.CC
1!34
51h Street Matenal Cast Storm Strxtwes`
LS
$
S.SE _3
5
1.00
$
6 569.39
1 ;'-
41h Street acd 6th Street L' h Material
LS
S
W. ? =
$
1.00
$
61.062.34
5
81.Gc= 3a
TO1:'LorC'fi:1�GEORDERITT-MS
15
(297,648.39
ORIGINAL CONTRACT PRIG= S 7,705.495.11
MAL MANGE ORDER *6 S i'_97.643 391
NEW CONTR4C7,WOU\T INCLUDINO APPROVED CIA,\\GE• ORDERS S 7 407,846.72
116 -ENG -31 4TH AND FUNGE LIVE [LAS
EXHIBIT
A
I ou h,n a been directed to make the fnlloaing changrs is this Curowwl:
its I
Nn
i rseriptioe
Reason For C'Ys"gr'
Adiushci quaruntes to huiancc orsgntai cmilrart quamaoss serves the w" quavmtts used for east
1
Constn ction Engineering
stem
Adjusted q.,w,t rs to Fwla"ce onSnud cmucaec quanuatrs stews the actual quantmen used fee eskh
3
F=Nd ORce
flint
Ad-wacJ quantutes to balance ortjst" nruuact quaintness swws the actual quantities used foreadt
4
Office E to . nt
Itan
Adiusted quamnus to Lwtmtce oeigual axnraet quunuurs .etsus dor Altut yuxtttOes used foreaci
5
Maintenance of Tratric
item
Adj ata quantities to balance otip sal contract quaatnties serstu the aluat quamuics used for suit
10
Storrs Mater Quality Management Budget
„
Adjusted quarutusi to tralarce original euotrxt qusnu es terws the actual quinates used for ead,
11
Suborade Treatment. IV
11,cru
Adjusted quatnuai to balance cutetnai e.aur,,:t qus"tittes versus the actual quamuttes used for each
12
Su rade Treatment. i -B
te",
Adjusted quammes to bola t onyanat a ritrxt quantaws verso+ the actual quatuuttes used fa each
13
Sub rade Treatment Type 11
;tern
Adjusted quarutnes to bai.mce original contract quantities %&sus the actual guatntes used foe eadi
14
Structural Backfill, Type I
,rem
AJiumed quamuues to balance original contract quantities versus the A;t" gtamubes used for each
t5'
Compacted re ate No. 53 Stone
.Adjusted quxiorses to baLtnce migia contract quanrties hems the actial yuamhcs used for each
18
Subgrade Treatment (Undistributed)
item
Adjusted qua renes m balance OnJ;1Dal Conessi gtsanrnies a ersus the actual quanttnes used for eadt
17
Ge id
utero
Adjusted y.wntttus to balance otiguwt eo"traet quanmios swsus the anud quem t— "ani fa -,:h
Is
Asphalt Kl in9. 1.5" ..,.
Ifintri
iltftaatCJ gnanitiCa W balaal't Qft§1nWt CanitraCt gnaatttiiej 4Nit15 rt1C aCtu3t yUantoo, Used or teat
19
HMA Surfrce. T e'C'.9.5 tom
it
Adtus<ed quamatiss to balance ongmai coteraci quantities ceruts the actual quanRurs used for em:h
20
HMA Intermediate. Type'C".1&0mm
Item
Adjusted guatimes so baLmce ongitat contract quuntures versus the actual quutontws. used for each
27
HMA Intermediate. T 'C', O.G.19.0 men
Item
.Adjusted quatuates a balalee onyual conutio quanwsss tersus the octal quantities used for exit
22
HMA Base. T e'C'.25.0mm
.nem
.Adiusted qu ar ntes to balance crioutl wntrxa quantuies versus the actual quataities used far exit
23
HMA Surface, T W. 9.5 mm
tam
AdjusW quaantities to balance arijjin it convect quantities crews the actual quamtties used for ea.,:
24
HMA Intermediate, Type 'Er 19.0 mm
item
Adjusted quagnies it) balance original coruexv qu,lrttiiese
s .sews the xtual quantities used fm each
25
..� HIMA Base, Type'B', 25.0 etas
Item
_
Adjusted quamnten to balance —sural co"tract quo uarcs .tress the actual quaru rtes used for each
251
Aspnait for Tack Coat
Item
Adjusted quantities to balance onttinai contact quantiles versus the acr ai quyttiues used for er_ -.
27
PCCP. 7'
nern
Adjusted quaiuntes to balance angsauu contrast quantities, hems the actual quaminirs used for each
28
Sidewalk. Concrete
item
Adjusted gtwnutxs to balance resytnai contract quantiles versus the actual quantities used far acts
29
Curb Ramp. Concrete. Includes Detectable Warming Elements
teem
Adjusted quantities to "atce ongtnal contract quantities tarsus the actual quamaics used for tact
30
Concrit a Curb, Barrier
tat"
Adjusted quantaws to tulanca original contracl quantities testes the wtosl quantities used for each
311
Modified Poll Curb
item
Adjusted quantities to Manor onginat contract gtantiuies . erxus the wtual quanutics used for each
32
Center Curb. Type 0
item
_.
.Adiusted quantities to (Want original eontraet gnu antics tarsus the wtual quancnits used for each
33
Curb and Gutter, Concrete. T ae it
own
Adjusted tpantaws to trdx+ce ongtnal outran quarnatues yaws the actual quamuies used for cacti
34
5- Vadaole Harrier Guru
ne^t
Adiusted low.la es to bWArce onwitai ContrxK q mlmies versus the wtual quantities uwd tar each
35
Concrete Barhd
nem.
AJiuued quvrovows to bal:xtre vvtgma; contract yuattnus cpsus rite actual qoa tioes used far rush
36
PCCP for Approaches, Residential, 6"
111m
Adjusted qusturies ro balarwre wibnmat en"txy gttanlaws tersus the x-tual goaMines used for cues
37
PCCP for.4p oaches. Commercial, 9"
itty"
Adjusted quattiies a Lwlatca origami c»ntract quan o its wolus the -t-if quantnies used ftu each
39
To soil (Assume 6" Thick)
,m
Adjusted quantities to balmier onatnat contract quantities %wsus the areal quantities used fur each
40
Sodden . Numary
item
Adjusted quantities to tulancc origami contract quaettmes versus the genal quantities used for each
41
R e. PVC. Circular. cr
i
Adjusted qunntuies to balance uipi d auuract quau"tes versus the actual quantities used (breach
43
Pipe. PVC. Circular. 12'
them
Adjusted tpiattahes so haLxice ort,7ral contract quamates %wsus the actual yu:uunirs used for each
44
Pipe. Type 2. Circular. 12"
item
Adp sued qusihtie i to Ltd.vtce orstptal contact gttanfituc= �etws the actual quantities used for each
45
Pipe, Type 2. Circular, IS"
111em
16-ENG-31 4TH AND RANGE LINE RAS
EXHIBIT A
1 ou hale
hh,n drferied to make the falfu%inr changes to this (ooiratt:
Ism
Na
13-110041
Reaseo i`ar C bsw
iA&ustre quanmtes to bedo we ortgmal cavmraci quantities vefsas :ht actual 4uarunees used frrt end%
48
Pipe. Type 2, Circular, 18'
Adjustead yrlartntn to balance angontd contrect gvtsmntes vrrws the aenai gcurmres used !Or rsdt
SC
Meehan cal PI For RCP pipe,/e,,
.AJ)asted qusn"ve" 10 hila! 't Vtitnnat Contract gfAnlnles tetti0s the a "11 q!lafttittes used ion each
51
Pipe, Type 4. GirixAar, 6'
Tian
Adjusted quantities to balance ongtiml co ntraat gruntnres versus the acrust q,muincs osal fa each
52
Pipe, Underdrain Outlet. 6"
,tem
AtIps eJ quottins to t atanx ofiginal conusot quantities torus :he octan quanrittes used fat each
53
Aggregate for Underdrain
,ice
Adjusted quantrttet to ha a anginal contract gwntitus aersos the actual quaul tors usod for each
54
Geaexti#s for Underdrain
Adjusted quritinei to brt:mce ongmal contract quantities versus the acnral q;taruTncs used for ea h
62
Manhole. C4
n n.
Ad)uswd quarumes to balanct onyind emtrxt quamktes versus the acotat quantities used fa each
58
i Replace Casting and A use >a Gratle
ji crit
a
Adjusted qu nures 10 bon
itanct gmal contract qu3muws versus the aetual quantities used for each
89
Adjust Casein to Gad®
,tent,
Adjusted quamu:es to halarc, orgpnai c tit Av qu autos vasal the actual goamnies used for each
70,
Sign Post. Square. Type 1. Reint, Ant. Base
ice„
rldUsted go=lt:ea to WWWe original cant n
-= quantities versus the aual quantities u-u for each
71
Relocate Exist S7 n
,yrc
73'
Sign. Sheet, with le o.C80'
.AAnisted quannites to b sfain t: a original conact yuanmus taws the auttul yusmihes used i4f each
herrn
75
Service Point 11. Modified
AJ)usted quaniom to balurwc engaul cont-act quinines versus the actual quaninhes used for emit
item
T8
Controller Cabinet. Pt, Medved
Adjusted quantities to ba�ance mguaat cat*act quantities versus the acuai gu;avtntts used kt each
ilea.
Adtusu d geunutics to balance Unetnal ctntrxt quwtutes versus tete actual qux:sties used for cjsch
77
Controller Cabinet Fcundalion, Pt, Modified
em
AJtussed quannttes to b:dwce anginal contra quartmes tcf,cws the actual qumnnes used fur each
78
Handtlole, Lighting
sit-in
Adjusted quantities to hilar- engird conrxi qurtnnes versos the xtu:d quunnhes used for tact
T9
Nhre, *4 Copper in Plastic Duct in Trench. 4 t1C
uorit
Adjusted quantities to halawe Ongtnai canbwt quartmes versos the xtuat quanii:ws usrvd fur rich
8o
Condtet. Steel, Galvanized. 2'
item.
Adiusard quantities to bulance ortipma contract quaatitits versus the toad quantities used fix a sdi
81
Ore. 04 Copper in Plastic Dud, 4 1I
tient
Adjust+! quantities to balance ongtnal catiract gttanuurs vrrssia the xtwvt quantiises used fur weft
82
Lighting Foundation, 18' Diameter. Concrete. with Ground
item_
.Adiusu:d quantula to balawt ongmai —batt q"1111 es versus dot actual gut wws used for each
83
LI tit Pole 1e.•' Height. Ornamental
n em
Adjusted quantities to balance onitnat contract quantities versus nu
the aci quanuues used fur exfi
88
HafAttola. Ccmmunications
flefly
Adjusted quantities to balance ong:.—I cwitrewi quantjies caws the actu:d quanities used ror tacit
87
Hnr fJthala. 3' Demeter. er. Cemmuraeations
A
Adjusted quantittts ro balance ortgtnsit . rutact quannues versus the actual qualities used for each
90
4' innerrduct with 3 x 1-1)2" Innerducts
item
Adjumed quwtltws to badattee Original contract quwteues versus the actual quantities used for each
91
C PVC, Schedtde 80
Ttcm
92
Trans. Mrk. Thermo, Solid White, Crosswalk, While, 24'
Adjusted quuntutes to balwvt umptid( cmuxy quinmies versus the sawA quantities used for tach
item
Adjusted quamnecs to balance original crtirat:t quantities vasa$ the xnud gtlantitits used for each
93_Trans.
Mrk, Thermo, Stop Sar. 24'
...__.__......--
,
.Adjusted quaantees to bWmkv ofigltnd c.mtrxt quantities versus the wusj quanuties used for tach
94�
Line. Thermo, Solid, Yellow 4"
,
iAdjustcd quaninws, to balance original vntrxr quantities versus the arneJ gvansrties used for each
95'
Line. Tharno, Scrod, Yelioay. 8'
,
'
,tdjwted yuannhes to baler a ongtnai contract qurtiies vrrsus The;utual gwnits un used for each
981
Line, Thermo, Solid, White. 4"
item
(Adjusted quamntes to balmwr unjnnai writraet quantities versus the xtmd quantities uuxd for each
97�
Line. Thermo, Slid, Mte. fi
Unca
'
i.Adjuswdqutmtaws to balmonginat eoniract gttamitits versus the xjtcd quantities used for each
99`
line, Thermo, Dotted. While. 4'
Man
3Adjuaed quantum to balance onjunal c niract quanutits versus the actual quantitees used fo: tac9t
100
Line, Thermo. Dated WMte. 8'
.teem
101
Trans. Mrk. Thermo Veld, While, Y. Shark Tech. Yield Line
'Adjustrd quantities to balatw<nngtnsd contract Guantrtnls versus rhe acntad quaftijttes used fot each
,%tn
AJjusttdquuitmts 10 belanct anginal contract quantifies versus the at:tuod qu:auwts used for each
102
Transverse ktarki . Theme lestic. Pedestrian Crossi
..
item.
Adjawedituaetitics to balance ongrnai contract gtuvatttes versus the actual gwm,ttcs used for each
108
Sn owable Raised Pavement Marerr. Bluei
Adjtawcdquant:ues to lmlance ongtnal coruract quatunies vcries the avtuui quantities used to each
107
Snowplowabie Raised Pavement Marker. Yellow
n em
Adjusted quantities to balance otdprna) connst gtumnUes versus the xtuat quanonts used for each
tie!
2` 0.1. Water Main
iter
16 -ENG -31 4TH A\D MANGE UNE RAB
EXHI BIT A
1 ou have been directed
to male the (oliowing changes in this CmIract:
kew
ijtMcription
Ressar Fac Closer
guantrues to u'ar4Y ompla, Ctifiu= qu3ntnxs Vtr— the xthnl 4uwtit," med for tach
119
Compacted Aggregate 8ackfilf, Watermain
ie,
,tem !
Ad)ueted gtunimes to bal irCc mgYnal contr3o quantum% versos The actwl quaf'titieS used fur
120
Compete Fire H• crani Asseftly
Item
Adjusted quauhties to tia:.n Y Ytprnal Cmtract gnantitroi \enu5 the actio{ i uty;titiel used (m t".tt".
125
4" Gate Valve
O t.
Adjusted yuaurnes to balmet original contract quamciies versus the actual gow.unies used for C.srh
127
8' COM916 ions
n
AdiusteJ ytci:utncs to MwWv ariginat cvuhuact quantities Iaxis the wand luaruilles used for each
129
Lon side Services
'tam
Adjusted quantities ar haiance original comran quantruts versus the scrim{ yuamuits used for each
131
2" Slow Off Assemb
T
Ad)usted quxtttua to Isalonv a wtpnat cmiracr quanntes tarsus the act quminues used for ea dt
132
Replace Meter Pit (Undisftuded)
inns
Atf)usted guamnles to N%Um r original emiat quantities versus the actio{ quaraures used for each
133
Line Stop 12" Jndistnbutedi
flon
Ad)usteJ yu renew to Winne urhgiaa; cmmict goxnutes tersus the actind quantities used * extra
134
Line St 8" (Undistributed)
nem.
AJ)usleJ yuannties ".O btdance oripmai cmtr= quantities verses the uetu A quantities uad tett each
135
Line St S"(Undistributed)
Item
Adjust til qumicties to baivhoe oripoat cm racy quantities versus tiro acus{ qu amucs used for each
136
Team Inserla Valve 1T Undistri Wee)
Item
Ad)ustcd quayrties to balmtee origirid contract quantun terms I;* acruid maim ues used Eur each
1371
Team Inserts Valve 8" Undistributed)
sem
A4mvcd quamnars •n hwance ontpnd canvas quant fees tows the x' -it yuamnics used for each
138
____Team insert Valve 8" Untbstrtbuted'
,gym
Ad)usted quaran:es :o titlaxce orryttnat cami:acl quantuas nernats the xtixd ghumaules used Par <:w -h
133
Vat,.- Retirement
atm
Adjusted quarUnies .a balance OnStnat contract quantities worstis the xusd qumnacs used for east
140
Brant Retiremarl
,rte
Adjusted quantities to baVance ongind contract quanulies versos rhe xtud quwitaes used for eaci
141
1st Concrete Cap for Watermain
sem
es
Ad)ustod 4vannito Malone onglod contact 4umiumes versus the atttW yuantnies used far race
142
Firnvabie Fib Fa Watermain
Hens
Adjusted quarimes to balami:Original coma l quantities versus die xtual quasnucs used for each
148
Trench Drain
.tem
.Adjusted quantities to batamv iviprad cottuuu quantnes versus the annal yuaruties tisai foresw4h
148
Arctmay Relocation
,wm
AttitutcJ quattit:es m batitrmer ixigmai contract gtranunies ursirs rhe xttW q.wanies used for —h
130
Manhole. C-10
item
151-A
Lighted Crosswalks. Chiange Order 91
_
Cosi ul'the Ilgtncd crosswatLs that were adJcJ to the connive and then deleted
160
R&Ve Line RAS Archway Additicnai Cost
Additional rnxs due to cmbili=ion of the xchwx offof die sue
161
Miller Auto Lighbrig T8M
Added tights per direction of Carnet Enytm erng for'tiler .Ana pa king Int --
183
Asphalt Mobilization for West Leg Of RA 8
hes arid- fir addiuomal mobdir mom fee due to delay's with propene uWursa nt.
164
8th Street Material Cost (Strom Structures)
Thus nein was added to pp for remaining storm areteture material tha :aasn'< inaatitJ ^-
168
4th Street and 6th Street Lighting Materia{This
Item ass aditd to pat far tenoning fight pile n atrnal that assn t nvstatlev
Memo
To: Doug Haney, Corporation Counsel
From: Lisa Scott
CC: Jeremy Kashman
Date: 07/10/18
Re: C.O. #6 Range Line Road 4 I St. RAB Project #16 -ENG -31
Doug, please find attached 1 original of same change order for project #16 -ENG -31 Range Line & 4 I St. RAB.
Please review & initial for the next BPW Meeting.
Change Order #6- Original Contract Amount: $2,797,315.57 Decrease: $297,648.39 New Contract Amount
$7,407,846.72
*** Combined contract with Veterans Way and 4th SW West of the Monon"`
Thank you,
Lisa Scott
9 Page 1