HomeMy WebLinkAboutRieth-Riley Construction Co, Inc/Eng/CO#8/32,465.92/Spring Mill Road Reconstruction – Project #16-ENG-52Page I of 2
CITY OF CARMEL
TO: Lucas Clark CONTRACT CHANGE ORDER NO.; 8
Rieth-Riley Construction Co., Inc. DATE: 12/8/2017
Box Minnesota Street
1751 W MinPROJECT NAME: Spring Mill Road Reconstruction /
175
Indianapolis, IN 46221 Project #16 -ENG -52 �gRoi o
CITY REQ. NO.:
CITY PO NO.: 34297
CITY PO DATE: 9/8/2016
1. You are directed to make the following changes in this Contract:
*All work associated with the descriptions below as well as the below referenced Change
Proposal in Paragraph It'.
>'Time & Material' tracked work ($5,669.18) allowing for the adjustment of a
CTRWD manhole located at approximately Station 126+00. *NOTE: This manhole is
located in an existing easement resulting in the responsibility for adjustment being that of
the City of Carmel.
>'Time & Material' tracked work ($18,591.20) allowing for installation of a
sanitary lateral stub to the property located at -11090 Spring Mill Road, Carmel, IN
46032-. *NOTE: This work is being performed in conjunction with the ROW acquisition
associated with the aforementioned property.
>'Time & Material' tracked work ($8,205.54) allowing for the installation of an
irrigation service tap/connection to the Carmel Water facilities, located at the SE corner
of the planned 111 °' Street round -a -bout, per request of the Carmel Street Dept. *NOTE:
Please see the below referenced email request for said work, dated 10/27/2017.
*This Change order will create one new item, ITEM 9143xx — Section 5 Sanitary &
Water Additions, which will be paid as a LUMP SUM in the amount of $32,465.92.
[l. The following referenced Documents further describe the changes outlined in Paragraph 1,
and are to be considered a part of this Change Order:
*Change Proposal as provided by Rieth-Riley Construction Co.. Inc. on 11/28/2017.
*Request for Additional Work email (dated 10/27/2017)
*Change Order 8 QTY Adjustments Breakdown
The changes result in the following adjustment of Contract Price and Contract "Time:
Contract Price prior to this Change Order
$ 9,421,507.35
Contract Price will be increased/tkaeFeatied by this Change Order $ 32,465.92
New Contract Price including this Change Order $ 9,453,973.27
AR -1
Page 2 of 2
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 Changes Are The Above Changes Are
Recommended: Accepted:
United Consulting Rieth-Rilev
ENGINEER CONTRACTOR
1625 N. Post Road 1751 W. Minnesota Street
Address
Indianapolis, IN 46219
City/State/Zip
By:
Phone:. 317_Z2g
Date:— 12J8/20.17.,
Address
Indianapolis, IN 46206
CitL//S.tate/Zi
Rhone: , 4
Date:
Approved:
s Brains , May
Mary A 'Bt ke,,Kembo
Lori W4qefiAlember /
CLQ
Christine S. PauJey, Clerk -
Treasurer
Jer K hman, P.E.
City Engineer
Date_ 1l-11911:1
IETH-'
November 28, 2017
Bret Smiley
United Consulting
Construction Manager
1625 N. Post Road
Indianapolis, IN 46219
LEY CoNsmucnm Co,, INC.
100° Quality • 100% Employee Owned • Over 100 Years
RE: Spring Mill Road Improvements
City of Carmel Project No. 16 -ENG -27 & 16 -SW -07
Rieth-Riley Project No. 3200671
Dear Mr. Smiley,
SENT VIA ELECTRONIC MAIL ONLY:
Bret.Smiley@ucindy.com
Below is the breakdown for the recently completed T&M raised sanitary manhole, sanitary lateralwork, and
Irrigation Tap:
• T&M Raise Existing Sanitary Manhole -$5,669.18
• T&M Install 6" Sanitary Lateral - $18,591.20
• T&M 111`h St. Irrigation Tap- $8,205.54
This work consisted of raising the existing sanitary manhole in the middle of the 111"St. roundabout. As well as
installing a 6" sanitary lateral across grade at app. 126+00, this tied into the stub left byGradex.
Also included is the Irrigation Tap which includes the labor and material to install tap as described in October
27", 2017 email chain. All waste material was excavated and replaced with non -removable flowable fill.
A detailed breakdown of this pricing is attached on the following pages.
Please call with any questions.
Thanks
Tyler Joseph
Project Engineer
RIETH-RILEY CONSTRUCTION CO., INC.
cc: Eric Holmes
Lucas Clark
P.O. Box 276 • 1751 W. Minnesota St • Indianapolis, IN 46206
Phone: (317) 634-5561 • www.rieth-riley.com
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Description
Quantity
Unit
Unit Price
4 Ton Truck
Extenstion
6.00
SDR 35 6"Pie
47.50
LFT
$
2.10
$
99.75
SDR 26 45'
1.00
EA
$
21.16
$
21.16
SDR 26 22'
1.00
EA
$
23.65
$
23.65
SDR 35 Cap
1.001
EA
I $
7.50
$
7.50
#8 Stone
45.47
TON
$
17.05
$
775.26
on -Remove Flowable Fill (Shelby w/venter charge)
54.00
CY
S
75.00
$
4,050.00
MATERIALS PURCHASED
MATERIALS MANUFACTURED
TOTAL: LINE (18) +(19)
12 % x LINE (20)
GRAND TOTAL FOR MATERIALS: LINE (20) +(21)
sura
$4,977.32 (18)
$0.00 (19)
$4.977.32 (20)
$597.28 (21)
$5,574.60 (22)
CONTRACTOR OWNED EQUIPMENT
FHWA HOURLY RATE
HOURS
EXTENSION
4 Ton Truck
$13.50
6.00
$81.00
4 Ton Truck
$13.50
3.50
$47.25
16 Excavator
$146.51
9.50
$1,391.85
18 Loader
569.49
6.00
$416.94
5 Dozer
$60.51
9.50
$574.85
x12' Road Plate($55.00/Day)
$55,00
1.00
$55.00
x 8'x 4' Tap Box($345.68/Da)
5345.68
1.00
$345.68
Yd stone Box (5193.00/Day)
$193.00
1.00
$193.00
ucking - Striaght Time
$0.00
0.00
$0.001
ucking - Over Time
50.00
$0.00
'ucking - Double Time
50.00
TOTAL EQUIPMENT
TOTAL TRUCKING
FUEL, LUBRICANTS AND TRANSPORTATION COSTS
TOTAL LINES (23) + (24) + (25)
12 % x LINE (26)
GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27)
'S 109.05(b)(6)
$3,105.56 (23)
$0.00
(24)
$0.00
(25)
$3,105.56
(26)
$372.67
(27)
$3,478.23
(28)
DESCRIPTION AMOUNT
Tri -Axle Trucking 16hrs $93.00/hr $1,488.00
Bad er Potholin $2,592.00
RIETH-RILEY CONSTRUCTION
EXTRA WORK AGREEMENT
10/30/17 Work Performed: Raise Existing Sanitary
ACT: 3200671 PROJECT: Springmill Rd.
ACCOUNT/EXTRA WORK FOR:
E -Existing sanitary manhole. At 111th st. in center of roundabout. Use 1 5' barrel section, and 3 cans of butyl. Backfilled everything
109.05 (b)(1)
HOURS
EMPLOYEE
Regular
Overtime Doubletime
TOTAL
RATE
EXTENSION
rER
x
$18.20 =
0.00
$27.49
$0.00
rER FOREMAN
$18.20 =
$0.00
0.00
$28.99
$0.00
TION
$0.00
FINISHER
0.00
$29.76
$0.00
$0.00
FOREMAN - Justin Finley
3.00
0.00
$25.62
$0.00
v - Justin Finley
0.00
3.00
3.00
$34.05
$153.23
t -James Bilsson
0.00
3.00
3.00
$23.22
$104.49
t - Aaron Fredrick
0.00
3.00
3.00
$23.22
$104.49
)R (103) Bill Wilkerson
0.00
1 3.00
3.00
$34.05
$153.23
)R (103) Steve Burton
0.00
3.00
3.00
$34.05
$153.23
)R
2.00
x
0.00
$34.05
$0.00
0.00
x
$14.91 =
0.00
$23.62
$0.00
TENDENT/PROJECT MANAGER
2.00
2.00 1
$43.101
$86.20
:R
0.00 1
$27.911
$0.00
?S
TOTAL LABOR
FICA 7.50
% x LINE (2)
$754.86 (2)
$56.61 (3)
EMPLOYEE
HOURS
RATE
EXTENSION
CARPENTER
0.00
x
$18.20 =
$0.00
CARPENTER FOREMAN
0.00
x
$18.20 =
$0.00
COMBINATION
0.00
x
$14.91 =
$0.00
FINISHER
0.00
x
$13.96 =
$0.00
FOREMAN - Justin Finley
3.00
x
$17.66 =
$52.98
LABORER -James Bilsson
3.00
x
$13.96 =
$41.88
LABORER - Aaron Fredrick
3.00
x
$17.66 =
$52.98
OPERATOR (103) Bill Wilkerson
3.00
x
$17.66 =
$52.98
OPERATOR (103) Steve Burton
3.00
x
$17.66 =
$52.98
OPERATOR
0.00
x
$17.06 =
$0.00
QA TECH
0.00
x
$13.96 =
$0.00
SUPERINTENDENT/PROJECTMAN
2.00
x
$10.95 =
$21.90
TEAMSTER
0.00
x
$14.91 =
$0.00
TOTAL FRINGES
WORKERS COMPENSATION 4,70 % X LINE (2)
BODILY INJURY / PROPERTY DAMAGE INSURANCE 0.00 % X LINE (2)
STATE UNEMPLOYMENT 3.85 % X LINE (2)
FEDERALUNEMPLOYMENT 0,40 % X LINE (2)
$275.70 (4)
$35.48 (5)
$0.00 (6)
$29.06 (7)
$3.02 (8)
TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3) $0.00 (9)
(b)(3)
Description
Quantity
Unit
Unit Price
Extenstion
Structural Backfill
179.81
TONS
S
11.81 $ 2,123.56
Butyl
3.00
EA
S
172.00 $ 516.00
64" Barrel Section
1.00
EA
S
405.00 S 405.00
$0.00
S
$
MATERIALS PURCHASED
MATERIALS MANUFACTURED
TOTAL. LINE (18) + (19)
12 % x LINE (20)
GRAND TOTAL FOR MATERIALS: LINE (20) + (21)
15 (b)(4)
$3,044.56 (18)
$0.00 (19)
$3,044.56 (20)
$365.35 (21)
$3,409.90 (22)
CONTRACTOR OWNED EQUIPMENT
FHWA HOURLY RATE
HOURS
EXTENSION
3/4 Ton truck
512.08
3.00
$36.24
336 Excavator
$146.51
3.00
$439.53
938 Loader
569.49
3.00
$208.47
314 Excavator
$70.50
0.50
$35.25
$0.00
Trucking - Striaght Time
$0.00
0.00
$0.00
Trucking - Over Time
$0.00
$0.00
Trucking - Double Time
$0.00
TOTAL EQUIPMENT $719.49 (23)
TOTAL TRUCKING $0.00 (24)
FUEL, LUBRICANTS AND TRANSPORTATION COSTS $0.00 (25)
TOTAL LINES (23) + (24) + (25) $719.49 (26)
12 % x LINE (26) $86.34 (27)
GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27) $805.83 (28)
RS 109.05 (4)(6)
EMPLOYEE
RIETH-RILEY CONSTRUCTION
EXTRA WORK AGREEMENT
DATE:
Work Performed:
CONTRACT:
PROJECT:
FORCE ACCOUNT/EXTRA WORK FOR:
0.00
$27.49
$0.00
CARPENTER FOREMAN
0.00
0.00
$28.99
LABOR 109.05 (b)(1)
Hni iac
EMPLOYEE
Regular
Overtime Doubletime TOTAL
RATE
EXTENSION
CARPENTER
0.00
0.00
$27.49
$0.00
CARPENTER FOREMAN
0.00
0.00
$28.99
$0.00
COMBINATION
0.00
0.00
$29.76
$0.00
FINISHER
0.00
0.00
$25.72
$0.00
FOREMAN
8.00
8.00
$35.051
$280.40
LABORER
12.00
12.00
$24.72
$296.64
MECHANIC
0.00
0.00
$35.05
$0.00
OPERATOR (103)
12.00
12.00
$34.05
$408.60
OPERATOR (841)
0.00
0.00
$32.55
$0.00
OPERATOR OILER (103)
0.00
0.00
$29.91
$0.00
OA TECH
0.00 11x
0.00
$24.72
$0.00
SUPERINTENDENT/PROJECT MANAGER
0.00 1
0.00
$44.05
$0.00
TEAMSTER
0.00 1
0.00
$28.41
$0.00
FRINGES
TOTALLABOR
FICA 7.50 % x LINE (2)
$985.64 (2)
$73.92 (3)
EMPLOYEE
HOURS
$56.38 (5)
RATE
EXTENSION
CARPENTER
0.00
x
$21.25 =
$0.00
CARPENTER FOREMAN
0.00
X
$21.25 =
$0.00
COMBINATION
0.00
x
$14.91 =
$0.00
FINISHER
0.00
x
$13.96 =
$0.00
FOREMAN
8.00
x
$17.66 =
$141.28
LABORER
12.00
x
$13.96 =
$167.52
MECHANIC
0.00
x
$17.66 =
$0.00
OPERATOR (103)
12.00
x
$17.66 =
$211.92
OPERATOR 841
0.00
x
$20.51 =
$0.00
OPERATOR OILER (103)
0.00
x
$17.66 =
$0.00
QA TECH
0.00 11x
$13.96 =
$0.00
SUPERINTENDENT/PROJECT MANI
0.00 1
x
$17.66 =
$0.00
TEAMSTER 1
0.00 1
x
$14.91 =
$0.00
TOTAL FRINGES $520.72 (4)
WORKERS COMPENSATION 5.72
% x LINE (2)
$56.38 (5)
BODILY INJURY/ PROPERTY DAMAGE INSURANCE 5.80
% X LINE (2)
$57.17 (6)
STATE UNEMPLOYMENT 3,85
% x LINE (2)
$37.95 (7)
FEDERAL UNEMPLOYMENT 0.40
% x LINE (2)
$3.94 (8)
TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE p3)
$0.00 (9)
TOTAL LINES 2, 3, 4, 5. 6, 7, 8 8 9
$1,735.72 (10)
20%xLINE (10)
$347.14 (11)
GRAND TOTAL LABOR LINES (10) + (11)
$2,082.86 (12)
Page 1 of 2
MATERIAL 109. 05 (b)(3)
PurchasedPurchmed w
Manufactured Desapbon Quantity Una Una Pnce
Extensuon
P Fbwable FW 20.00 cy $
75.00 $ 1.500.00
P Meter Rt Parts and Pieces 1.00 LS S
2.000.CO $ 2.000.00
$
$
S
S
S
S
S
S
MATERIALS PURCHASED
MATERIALS MANUFACTURED
TOTAL, LiNE(18)+(19)
12 % x LINE (20)
GRAND TOTAL FOR MATERIALS: LINE (20) + (21)
EQUIPMENT 109.05 (b)(4)
$3.500.00 (18)
$0.00 (19)
$3.500.00 (2o)
$420.00 (21)
$3.920.00 (22)
Equipment r CONTRACTOR OWNED EQUIPMENT
FHWA HOURLY RATE
HOURS
EXTENSION
336 Excaysta
5146.51
8.00
$1,172.08
938
S68A9
4.00
$273.96
314ton Truck
$12.08
8.00
$96.64
50.00
$0.00
50.00
$0.00
SO.00
$0.00
$0.00
$0.00
$0.00
$0.00
50.00
$0.00
Trucking - Stnagtu Time
51060
4.00
4.0 0
Trucking -Over Time
$0.00
0,00
Trucking • Dcuble Time
$0.00
SUM
TOTAL EQUIPMENT
$1,542.68 (23)
TOTAL TRUCKING
$424.00 (24)
FUEL. LUBRICANTS AND TRANSPORTATION COSTS
$0.00 (25)
TOTAL LINES(23)+(24)+(25)
$1.966.68 (26)
12 % x LINE (28)
$236.00 (27)
GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27)
2,202.68 (28)
SUBCONTRACTORS 109.05 (b)(5)
TOTAL SUBCONTRACT WEEK ENDING $0.00 (29)
10 % x LINE (30) $3.000.00 OR LESS $0.00 (31)
7 % x LINE (30) OVER 53,000.00 $0.00 (32)
GRAND TOTAL FOR SUBCONTRACTORS: LINES (30) + (31)+ (32) $0.00 (33)
TOTAL OF WORK COMPLETED FOR THE WEEK
TOTAL LINES (12), (17). (22). (28) 8 (33) $8.205.54 (34)
'% OF BOND RATE BASED UPON LINE (34) $0.00 (35)
10 % x LINE (35) $0.00 (36)
TOTAL EXTRA WORK LINES: (34) + (35) + (36) $8.205.54 (37)
Page 2 of 2
RE: Spring Mill Road - Additional Utility work Page 1 of 2
RE: Spring Mill Road - Additional Utility work
Smiley, Bret
Sent: Friday, October 27, 2017 9:12 AM
To: Lucas Clark (Iciark@rleth-riley.com)
Cc: Eric Holmes (eholmes@rieth-rlley.com]; Ogg, Chris (cogg@carmel.in.gov]
Attachments: Pages from Roundabout Desi—l.pdf (303 KB)
Lucas,
Our contract for Spring Mill Road contains the items necessary to install all conduit and
a controller box per the attached Carmel Standard at the planned 111th Street RAS. These
Items were planned for'future use' therefore no 'service connection' (tap) item was
requested or provided. Carmel Street Dept. has requested this irrigation/water be tapped as
a part of our contract and the City has agreed to have this work performed at this time.
Please provide pricing for all work necessary to provide the tap and service connection for
this irrigation system at the planned 111th Street RAS. (We have a service connection item
for the RAS at Dorset Blvd. included in our new Landscaping plan. Perhaps we could find a
way to use this item.?.)
Please contact me if you require any further information.
Respectfully,
Bret D. Smiley
Construction Manager
Construction Engineering Department
UNITED CONSULTING
1625 N. Post Road
Indianapolis, IN 46219-1995
Bus. (317) 895-2585
Fax (317) 895-2596
Cell (317) 724-5582
bret.smiley@uclndy.com
From: Lucas Clark [Iclark@rieth-riley.com]
Sent: Thursday, October 26, 2017 4:23 PM
To: Smiley, Bret
Cc: Eric Holmes; Ogg, Chris
Subject: Spring Mill Road - Additional Utility work
Bret,
Eric tells me that there is some additional utility work that needs done at the 111th RAB. (irrigation tap and
https://webmail.ucindy.conilowa/?ae=Item&t=IPM.Note&id=RgAAAAASnetZwSudRo9... 12/16/2017
RE: Spring Mill Road - Additional Utility work
Page 2 of 2
sanitary lateral?) Please send us documentation on what is needed here so we can price this accordingly. At
this point I do not believe any of this is in our contract.
Thanks
METH'RILEY CoNsmucrlou Co.. W.
c !
Lucas Clark
I
46221
;317 6244-5561 ax: 21207
1'317-,775
j t
1111 1 11 1100111 pill
Cell: 317-775-8426
(METH LEY
100% Employee Owned
This e-mail and any attachments thereto, are intended only for use by the addressee(s) named herein and
may contain legally privileged and/or confidential information. If you are not the intended recipient of
this e-mail (or the person responsible for delivering this document to the intended recipient), you are
hereby notified that any dissemination, distribution, printing or copying of this e-mail, and any
attachment thereto, is strictly prohibited. If you have received this e-mail in error, please respond to the
individual sending the message, and permanently delete the original and any copy of any e-mail and
printout thereof.
https://webmail. uc indy. com/owa/?ae=I tem&t=IPM.Note& id=RgAAAAASnetZwStidRo9... 12/16/2017
Pg. 1 of 5
SPRING MILL ROAD RECONSTRUCTION
CARMEL PROTER8 - qCTS 16 -ENG-" AND 16 -SW -07
Chan c Ckdsr uanH Ad stmrnts
ITEM NO. DESCRIPTION
UNIT
ONaaui
Quanti
UNIT MICE
0r141na1 Total
�� Constnsctbn
Chu eel . Chin R2
New total
Quant
o
New Total Doc.-.1".
Amount
16 -ENG -52 QUANTITIES
1
CONSTRUCTION ENGINIFRING
Paid Via Item 414] 1
t3
1
5160,703,01
SI60,203.01
003
I )I
SIf.*103.01
2
MOWUZATION AND DEMOBILIZATION
LS
L
$211,891.55
$211,891.55
I Gi
5211.991.55
3
CLEARING RIGHT OF WAY
IS
1
$295,223.93
$M,22313
1.00
5295,223.93
4
PAVEMENT REMOVAL
M
459
$14.60
56.701.40
45900
$6.701.40
5
CENTER CURB. CONCRETE, REMOVE
SYS
m
$42.39
SLN1.26
34.00
51'141.26
4CUR8
CONCRETE REMOVE
LFT
77
$7.82
$602.4
17.00
560214
1
CURB AND GUTTLA, REMOVE
LFT
2,914
56.05
$17629.70
2.91400
$174629.70
8
PIPE ABANDON GROUT AND FILL
EACH
5
5438.20
52.19100
5.00
$2,191.00
9
SIDEWALK CONCRETE, REMOVE
SYS
223
$16.70
$3,724.10
717.00
$3,724.10
10
INLET, REMOVE
EACH
4
$607.04
$2,428.16
4.00
$2,424.16
11
FENCE, CHAIN. LINK. REMOVE
LFT
492
S4S0
5214.00
492.00
$2.24.00
IT,
GUARDRAIL, REMOVE
LFT
735
$6.50
$4,777.50
735.00
$4.777.50
]lb
BRIDGE RAILING, REMOVE
LFT
248
SULSO
$4'$"G0
248.00
SA.S88.00
12
MANHOLE. REMOVE
EACH
1
$898.30
$898.30
1.00
$898.30
13
CURB TURNOUT REMOVE
EACH
1
$81.36
584.36
LOD
184.36
14
CONCRETE WALL, REMOVE
LFT
170
$49.07
58,341.90
170.00
$3.341 SU
IS
PIPE REMOVE
LFT
$32
$38.16
$31,749.12
932,013
531,71912
16
FENCE, FARM FIELD, REMOVE
LFT
L"2
$2.75
$4,570.50
1,662.00
54,570.50
17
EXCAVATION. COMMON
CYS
24,762
$581
$143,867.22
21 76200
$43,467.22
18
BORROW
CYS
15.953
$0.01
5159.53
15,953.00
1 5159.53
19SEDIMENT
REMOVE
CYS
63
$3162
$2,433.06
63.00
52,43306
10
11.10 AM CHECXDA REVETMENT RIPMP
TON
8
SS7.15
$45720
100
$457.20
21
TEMPORARY INLET PROTECTION
EACH
1'54
$65.00
530,010.00
15100
$10,010.00
22
TEMPORARY MULCH
TON
29
5450.00
$13050.00
29.00
$13,050.00
11
TEMPORARY SILT FENCE
LFT
12,404
$1.95
$24,187.40
1140.00
$24,187.80
24
40.2 STONE
TON
ADD
$25.25
$10.103.00
400.00
$10,10000
25
TEMPORARYGEOTEXTLE
SYS
"0
$2.79
52,622.60
1
94000
$2.622.60
26
TEMPORARY SEED MIXTURE
LBS
L740
50.25
$43500
1.740.00
$135.00
27
SUBGRAOE TILEATMENT TYPI N
SYS
960
522.67
52 763.10
35.00
92103
$20,9".75
28
SUBGRADI TREATMENT TYPE I8
M
53,215
$6.03
$320.886.15
8!9.00
H 14.00
5328,307.42
29
STRUCTURE BACKFILL TYPE 1
CYS
13,538
525.66
$347,355.08
3.00
13,541.00
$347,462,06
30
DRYING SOILS FOR EMBANKMENT
TON
655
$12500
$41,875.00
655.00
581.87500
31
COMPACTED AGQREGATE NO. 3 BASE
TON
3,062
577.50
$81,311.20
47 00
1.01$.00
583.214.OD
32
WIDFNING WITHHMATYPE C
TON
it
$183.09
$7013.M
11.00
$2,013.99
31
MILLING. ASPHALT 11 21N.
SYS
381
$12.00
$4.572.00
381.00
54.572.00
J4
MILLING. ASPHALT
SYS
188
$12.00
$5.856.00
4911OU
$5,856-00
36
IFMA SURFACE TYPE
TONS
3,206
$54.59
$187839.54
4100
J,254.00
190,651.56
37
HMA INTERMEOLATE TYPE
TONS
5,187
$51.56
5267,441.12
74-
5,266.00
271,514.96
38
HMA BASE, TYPE
TONS
17518
$49,54
$]15,121.)2
J11 +•I
14,790.00
5733,6%.60
39
HMA INTERMEDIATE, OG TYPE
TONS
6.1W
$50.09
5328,941113
S: '.•'
6.62100
$331196.16
40
HMA FOR TEMPORARY PAVEMENT, C
VNDISTRBUTED
TON
500
$10300
$51,50000
50000
$515+),1.01
41
ASPXAIi FOR TACK COAT
TON
29
;001
511.29
44.07
k
42
PCCP, 71N.
SYS
241
563.87
$15.342.61
141.00
515,392.61
43
GUARDRAI W000 IMAM
LFT
725
$31400
5227.650.00
725."
522 ASO OU
434
Gl1ARDMIL BURIED [NO
LFT
8
58,600.00
568,80000
8.00
581B00.013
44
HMA FOR SIDEWALK
TON
2,243
$79.93
$119,28299
220500
5 176.24565
45
SIDEWALK CONCRETE
SYS
391
$43.80
$17,125.80
J910U
$11.125.80
46
CURB RAMP, CONCRETE
SYS
440
$155.70
$6/50800
579."
$90AS0,10
47
CURB INTEGRAL CONCRETE
LFT
245
533.0
$8.094.80
NS.00
$8.094.80
48
CVRtl ANO GVTfEA. CONCRETE TYPE 11
LFT
15,824
$16.0
$30L936.96
18,82400
5301.936.96
49
CURB AND GUTTER, CONCRET TYPE 111
111
13,729
$15.01
SMA72.29
13.66600
$20511.26 tib
50
CENTER CURB, D CONCRETE
SYS
125
5111.22
522652.50
12500
$22.652.50
51CURB
TURNOUT
EACH
2
$1.313.91
$2,367.92
200
$2,367.82
52
CURB ANDGLJ TFR. ROIL CURB
LFT
308
$29,50
$9,04600
30100
59.086.00
53
HMA FOR APPROACHES TYPE
TON
661
$89,44
$60,11M.64
wu 00
1 571LSSL0O
54
PCCP FOR APPROACHES, 614.
SYS
SN
$$2.72
1 $30,261.24
$1200
U8,310.64
55
PCCP FOR APPROACHES 91N.
SYS
412
W.S4
26 590.48
11201
$26,590.48
56
MAILBOX ASSEMBLY, SINGLE RESET
tACH
13
$185.00
$2.405.00
1300
52,105.00
57
GEOTEXTILES
SYS
68
$1.18
SM24
1100 !10
RDW
$S4.40
58
pI REVETMENT
TON
29
585.06
52.381.68
400
33.03
$1806.96
59
MOBILIZATION AND DEMOBILWTION FOR SEEDING
EACH
7
$50.00
$350.00
7.00
$350.00
60
EROSION CONTROL BLANKET
SYS
1.016
51.17
51.18172
1016.00
$L748.72
61
WATER
LGAL
102
51.00
$102.00
1
=.Do
$102."
62
SODDING NURSERY
SYS
28.063 1
$3.25
$91. 75
1
2106300$9L20
. 15
63
IRRIGATION CONTROLLER BOX
EACH
1
$5,500."
SB,SO0.00
1'00
$B.Sm tw
Pg. 2 of 5
SPRING MILL ROAD RECONSTRUCTION
CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07
Chan eOrder 48- Quantity Adjustments
REM NO.
DESCRIPTION
UNIT
On�nalCenrtruRbn
QuantHy
111147 MICE
OH/YW &2041
CmatruRbn
G eel QLYa. Chan •82
Hew Tdal
OuantRv
New lMad Dnllar
Anwrnt
W
HELD OFFICE B
MOS
15
$2,286.99
$340304.85
1520
534,31.14.85
65
TIMBER CURB
LFT
124
SL96.00
$24,304.00
124.00
$24.304.00
66
PIPE,TYPE2. CIRCULAR 36 N.
LFT
1,415
595.84
S135,613.60
16.00
1.431.00
$137,t4704
67
PIPE TYPE 4, CIRCULAR,61N.
LFT
13429
$6.35
$80.166.15
18,429.00
$80,36615
68
PIPE, TYPE 4. CIRCULAR, 81N.
LFT
54
SLDO
$132.00
5100
$432.00
69
PIPE TYPE 2 CIRCULAR 221N.
Ur
4,232
$3915
5166,952.40
16400
4.2000
$166005.60
70
PIPE TYPE 2, CIRCULAR 151N,
LFT
416
$50.95
$21,195.20
12.00
42300
$21.80660
71
PIPE TYPE 2 CIRCULAR 10 IN.
WE
L099
546.37
$50,960.63
,OO
LO97.D0
$50.867.89
72
IRCD 21 N.
PIP[ TYPE 2 CIRCULAR,
LFT
2"
$55.18
$16,491.82
29900
$16,49682
73
PIPE TYPE 2. CIRCULAR 241N.
LFt
670
$60,93
$10823.10
I ml
66900
$40762.17
74
PIPF,TYPF 2.CIRCULAR 2711.
W
25
S12i.09
$3,077.25
15.00
40.00
$4.923960
75
PIPE,TYPE 2, CIRCULAR 30 N.
LFT
195
$75.60
$14,742.00
195.00
$14,74100
76
PIPE, TYPE 2, CIRCULAR 42 N.
LFT
355
$130.20
$46,221.00
355.00
$46,221.00
77
PIPE. TYPE 2. CIRCULAR, 4811.
LFT
1,590
$151.85
$141.44130
L590.00
$241.441.50
77a
PIPE TYPE 2, DEFORMED, MIN. AREA 3.35FT
LFT
48
$10.30
$3,854.40
(27001
21.00
$1,6m.30
77b
PI PE, TYPE 2, DE FORME D. MIN. AREA S. I SFT
LFT
$46
5107.60
$51,749.60
546.00
$54,749.60
78
STORMWATER TREATMENT SYSTEM, 2A4 CFS
EACH
1
$21,280.78
S24230.78
1.00
$21,29073
79
STORMWATER TREATMENT MTEM 2.9CFS
EACH
1
$21,280,78
SI 280.78
1.00
$2328078
20
STORMWATER TREATMENT SYSTEM, 2,23 CFS
EACH
1
$21.280.78
$11,21078
1.00
S2L28078
11
STORMWATEA TREAT ME NT SYSTEM, L 12 CFS
EACH
1
$210280.78
5210281178
1.00
52),280,78
92
STORM WATE R TREATME NT SYSTEM. 2.76 CFS
EACH
1
$2L220.74
$2L28078
LAD
$2LI8074
83
STORMWATER TREATMENT SYSTEM 1.65 CFS
EACH
1
$2 24078
$2L240.74
LOO
$2L28M78
84
VID10 IN5PfCTION FOR PIPE
LFT
10,325
51.29
$131319.25
10,314.00
$13.306.06
85
P IPE END SECTK)N, DIAMETER 121N.
EACH
3
$871w
$2620.20
S.00
$4,WOO
86
PIPE ENDSECTION, DIAMETER IS IN.
EACH
2
$917.11
$3/3122
200
51,2022
87
PIPE END SECTR)N DIAMETER 13 IN.
EACH
4
$971.44
$3.41&92
4.00
$3,88&92
88
OUTLET PROTECTOR 3
EACH
2
$LO5(UR)
$2,100.OD
2AD
S2,100.00
89
VIDEO INSPECTION FOR UNDFRDRAINS
LFT
3,000
$0."
$2,970.00
3,00000
$297000
90
AGGREGATE FORUNDERDRAINS
CYS
L659
$45.SO
$7S,4".50
1,659,00
75,486.50
91
GEOTEKTRFS FOR UNDFRDRAN
SYS
16.547
$LIS
519,075.05
16X7.00
$19.075-05
92
MANHOLE J10
EACH
6
$6,602.60
7615,60
3+*•
7.00
,21310
93
CASTING ADJUST TO GRADE
EACH
13
$623.16
SL 101.88
13.00
$LI08,88
94
I ET, ll0
EACH
46
R,441n
$112,412,1016
100
47.00
1 4 .72
YS
INLET, MIO
EACH
5
$2444.41
513244.05
SAO
511-24105
96
CATCH BASIN, KID
EACH
41
$260115
$106.659.45
40,00
$10115600
97
MANHOLE C4
EACH
30
$2,447,34
$11S.420,20
1
26.00
$74,030,84
98
CATCH BASIN, F7
EACH
1
$1,974.33
$1,974.33
1.00
SL974.33
99
MANHOLE K4
EACH
17
$B,SN.72
$14S.34S,74
2100
$196,611154
100
MANHOLE 14
EACH
20
$5,14048
$102,10960
14.00
71.966-72
101
CATCH BASIN. MIO
EACH
41
$2,617.76
SIO7,320.IG
41.00
5107,320.16
102
DETENTION OUTTAIL STRUCTURE D
EACH
5
66&12
W300,60
400
$34.664.44
103
DETENTION OUTFALL STRUCTURE. E
EACH
1
$9,077.18
$9177.18
l OD
$9,077.18
104
CONSTRUCTION SIGN, CEACH
3
$297.00
$811100
3.00
$8111-00
105
ROAD CLOSURE SI GN ASSEMBLY
EACH
6
$507.00
$3042.00
6.00
$3,042.00
1054
TEMPORARY PAVEMENT MARKING 41N
LFT
6,000
$0.67
$4,020.00
6,00000
$4,020.00
1051,
TEMPORARY PAVEMENT MARKING, REMOVABLE, 41N
LFT
2,600
$105
$2,730.00
2,60000
S2,730.00
106
DETOUR ROUTE MARKER ASSEMBLY
EACH
22
SIS2.00
$3.3".00
2200
$3.344,00
107
CONSTRUCTION SIGN A
EACH
14
$249.00
$3,486.00
14,00
$3.436.00
104
CONST RUCTION SIGN B
EACH
13
5104.00
$3352.00
13.00
$1.352.00
109
MAINTAINING TRAFFIC
LS
1
$153,029.18
$153.029914
1.00
S1S3,029.13
110
BARRICADE IR -8
LFT
264
$30.00
$7920.00
264.00
$7,920.00
III
STREET SIGN POST
EACH
6
$1,450.00
$11,100.00
6.00
$II'Iw.00
112
SIGN SHEET AND SUPPORTS, REMOVE
EACH
33
$25.00
$82500
33.00
542570
113
SIGN POST, SQUARE TYPE 1 UNRFINFORCED ANCHOR
BASE
LET
425
$14.00
$5,950.00
425.00
$5.950.00
114
SIGN, SNEFT WITH LEGEND 0.0201N,
SFT
164
$37.00
$7,128.44
227,00
5317410
IIS
SIGN, SHEET. WITH LEGEND 0.1001N.
SFT
117
$19.00
$7,273.44
14900
$1591.00
116
CONDUIT. PVC, 2 N, SCHEDULE 40
LIT
493
S8.00
53,944.00
493.00
$3,94410
117
CONOWT, HOP[ 21N. SCHEDULE 80
LFT
162
$12.00
SL944.00
16200
$1,94400
118
ORNAMENTAL LIGHT POLE, MUNDATION,
LUMINARIES
EACH
6
$390000
$53,400.00
600
$53.400.00
119
JHANDHOIF, FOR INTERDUCT
EACH
31
$975.20
$30225,00
31.20
$30225.00
IID
PVCSCHEDULE464.
LR
9,501
$5.00
$47,510.00
91021.90
$47,51000
121
PVCSCHEDVLE 40.4' INTERDUCT
LFT
9,502
$9.00
$85.5!4.00
9.102.00
SAS51100
122
PVC SCHEDULE 804'
LFT
205
7-00
S1,435.00
:05.00
$1435.00
123
PVC SCHEDULE 80/' INTERWCT
UT
205
$N,00
W100,00
1
105.00
SA, IOl100
124
HANDHOLE LIGHTING
EACH
4
$650.00
$260000
4.07
$2,600.00
125
SERVICE POINT 11 MODIFIED
EACH
1
$5,50000
$3500.00
'- W
SS,StIe m
Pg.3of5
SPRING MILL ROAD RECONSTRUCTION
CARMEL PROJECTS 16.ETIG-52 AND 16 -SW -07
Clmnge Order NB - Quanti Adjustments
ITEM NO.
DESCRIPTION
UNIT
O.g.-I
DuamaV
UNIT PRICE
OdBKlal Total
C...%-- Con". kh,
Change At (lt7s. ch - a a2 01-
New 1-1
0.4mity
New Total Dollar
AmotiM
126
WIRE NO.6 COPPER WPLASTIC DUCT,41/C
tfT
162
$8.00
5102%.W
162.00
$1,2%.00
127
WIRE, NO.6 COPPER, W PEASTIC DUCT, IN TRENCH, 4
1/C
LET
493
58.00
S3,94400
49300
S3,944 00
128
COHNEROP KITVNFUSED
EACH
6
$37.00
$22200
6.00
CONNECTOR KIT, FUSED
EACH
6
535.00
5210 00
600
130
MULTIPLE COMPRESSION FITTING, WATERPROOFED
EACH
17
$2100
535700
17.00
131
INSULATION LINK WATERPROOFED
IACH
28
$1500
$42000
2800
q122129
132
WIRE TW HW 440. 113 COPPED"RAN0Ui
171
SLW
5471.00
471.00
133
TRANSVERSE NUIRKING,TH[0.MOPIASTICLET
CROSSWALK LINE W24 IN.1.00
928
S5.6S
SS,243.20
92800
LINE. TNERMOPIA5TIC, BROKEN, WHITLIIN.
LFT
592
$195
$1,154.40
59200
135
1111E TIIERMUPlASTK, SOLD, 1H1E4IN
LET
2.050
$0.73
1 .50
i4viO
1E99W
175.21
136
LINE, THERMOPUSTIC. DOTTED. WHITE 8144,
JET
116
$3.15
$365.40
116.00
$365.40
137
TRANSVERSE MARKING, THERMOPLASTIC, YIELD LINE,
WHITE, 361N.
LET
47
$1220
$573.40
47.00
5573.40
138
LINE THEAM0PLA$T 50110 YELLOW. 4IN.
LET
3,449
$0.73
$2.511.77
.'sm
3,724.00
52.718.52
135
TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE,
WHITE, 241N.
LFT
117
$5.65
$661.05
100
118.00
$888170
140
PAVEMENT MESSAGE MARKING. THERMOPLASTIC
LANE INDICATION ARROW
EACH
26
$109.00
$2,R}I.W
N(O
14.00
SI,7D100
141
SNOWPLOWABLE RAISED PAVEMENT MARKER
EACH
155
525.00
$3,875.00
15500
$3,875-00
142
LINE! THERMOPLASTIC SOUO 1E110W, 1IN.
LET
2,269
S190
$4,311.19
5500
2.32100
54,115,60
113
LINE TMfRMOP1ASTIC, SOLID TELLOW. 12 TN.
LFT
460
S2 55
$131100
1700
Ii7.00
$1.359..5
143.
20' DUCTILE IRON WATER MAIN
LET
LS)0
SIOI.72
$166,771.40
LS20.00
$166,77440
143b
8 DUCTILE IRON WATER MAW
LET
80
590.20
$70216.00
8000
$7,216.00
143c
CGATE VALVE
EACH
1
$1,477.23
$1.477.28
100
$1.477.28
143d
20' K 8' STAINLESS TAPPING SADDLE AND VALVE
EACH
1
S8,354.M
58,354.44
LW
A354.44
143e
r WATER MAIN LOWERING
EACH
1
$5,59900
$5,599.00
IAD
SS,599.00
1437
1P WATER MAIN LOWERING
EACH
1
$6,260118
$6,260.46
1.00
$6260.43
143
16' WATER MAIN IOWtRING
EACH
1
510.776.14
S1Q776.14
I W
$10,776.14
143h20'
WATER MAIN LOWERING
EACH
6
513,814.76
88156
600
$82.886.56
1431
8' WATER MAIN CONNECTION
EACH
2
$3.475.74
$6951.48
2.00
S6.9SL48
1431
20' WATER MAIN CONNECTION
EACH
4
$4.486.76
$17,947.04
4.00
$17947.04
143E
LONG SIDE SERVICE
EACH
1
53,882.93
$1.882.93
1 00
$3,..2.93
1431
METER PH RELOCATION
EACH
1
S1.327.05
51.327.05
1900
SL337.05
143m
BACKFLOW RELOCATION
EACH
1
$525.38
$525.36
LW
$WS.38
143.
RELOCATE SAMPLING STATION
EACH
1
SL519942
$1.518,42
vu
SLSLI-42
143o
ADJUST VAVLE TO GRADE REMOVE 6 REPLACE
HYDRANT 1 ADJUST TO GRADE
EACH
17
$4.47695$76,101.351.35
17.00
$76,101.35
143p
NEW HYDRANT ASSEMBLY
EACH
5
56,01635
$30.082.75
5.00
$30,08275
1439
REMOVE AND RETIRE HYDRANT
EACH
3
$626.30
$2.87190
3.00
$1,878.90
143r
JADJUSTVALVITO GRADE
EACH
18
$32144
SS.785.92
7100
$1.785.92
143s
VALVE RETIREMENT
EACH
3
SSES.16
51,7%5.16
3.00
$1.755.48
113,IINt
STOPS IO' UNDISTRIOUT[U
EACH
4
$17,268.55
$69,07420
4.00
$69,074.20
143u
UEIENIIONOUTfALI STNUCIIINE, IVe, C.anR,
Order a 1
FnCH
U
58.337 h1
5000
lin;
1.00
56,332.94
113Y
5fricnPIACEMENT-„Chan eOrdet Mt
!.'.
11U i`r
$O Ou
I'-
143w
OCCORATNE50ULR FLASHER-Ve,Change Otder P3
iACH
L'
'-..;,441x.61,
SOLO
600
6,[!
546.839.96
71 i�
I IGHT POLE RELOCATKIN Ver Ch-nr Order PS
LS
0
CA 1111 :5
5000
ODD
l ;Y`
54.140.25
1311
CONSTRUCTION F14GINEERIN4-;-change Lh-Ri
11
0
`'.1 HR: !Y;
So (KI
UW
I-
$4.03700
1411
MO8ItI7.ATIONADf-VQL'ATN1N-Vr, Changs
Ord,, 06
IS
0
537.456.1)
SD00
0(D
I-
$37,4%6.19
143aa MAINTI NAW F tx ]1!Af; K hx+g, O,dr, e6
11
0
$211,676,66
saw
0.00
1.00
520,676.66
141bh
CONCRETE WASH -OFF FACILTY- Pe, Clunae Order 46
fAM
0
$432. M1
5O IDn
DW
100
5432 no
143c,
DORSET RIVD. SKIN WAtt Ix, Chance Old., 46
EACH
0
$58,582:-+
$000
11.00
2.00
$117;('.1
IILO
DORS E i BLVU NAA MASONRY WAI I Per Change
Ord,, a6
EACH
0
$58.630.88
5000
OW
too
$58.63:"�++
OJ
111TH STREET SION[WORK - pr Change Chde, w
EACH
Ll
$31.91226
So Do
000
i:it
$31,91126
1 tHI
C!..WTINC, SOLI. RACKFR1 Ve+ Chang, Order 40 I
CYS
0
$11.50
SOA?
0100
1.1.58.00
$82,791 OD
Pg. 4 of 5
SPRING MILL ROAD RECONSTRUCTION
CARMEL PROIECT516-ENG-52AND 16 -SW -07
e Order k8-quanti Ad' stmmts
ITEM NO.
DESCRIPTION
UNIT
Onginal
QoantitY
UNIT PRICE
Oric-al Total
C-,-i--C-1-i-
Chanee el OlYs. Chanje 2120",
N -Total
QV4nhty
m-ToW 0.41.1
A,nourd
143Rg
IRRKATIONS!I,NWCTIONS,-per Changr
Order 96
IACN
0
$3,sou .00
$0.00
000
1
143hh
IRRIGATION Rt i,r,. II-, tho,
R6
111,
0
56040
$GAO
it1�IXs
".L LL.d��K:
14366
IRRIGATION CON (R)I '..I..1. rl LOW ENE VENTERS
per Chen eOrder PL
TACIT
0
$2.8.'7 t\'
$000
Otw-
1.90
4.
$2,82(%t
1430
CONTROL VALVES, DRIP IIIBING, EMITTERS -per
Chane .A K6
Iti
0
$15,306.50
$0.00
... ,Y
1.00
$15.30650
143Eh
ELECTRIC SERVICE ANDCONNECTIONS - per Change
OrdW 86
1x1:11
II
58.814.87
00.00
•>.s
1TK.I
$8,814.87
14311
TLECTRI CONDUIT DURING AND JACKING � Per
Change Order K6
I[T
U
$65.29
SO DO
0.00
300.0)
$6,52900
143mm
SIGNWAILLIGHTING Per Change Order R6
TACH
0
$1,641.98
$0.00
OCC
20D
$3,283.76
143nn
DOR5ETBIVU.1VAll IKH1ING perfMnl!r l)rtlr,%I•
EMIT
0
51 b41.88
$0,00
0 D
LOT
$1.641.88
143on STR([TT'REES prr Change Order 86
(ACM
0
5419.00
$000
I, TO
7RNi
$33,462.00
14Ipp
ORNAM[NTALTREES per Change Order 06
EACH
(1
$330.00
SAW
II+V,
1041.)
$34.320 CCI
1439n
[VEIIGRECN TREES- per Change Order Rh
EACH
1
$253.00
$000
I•.!
`the:
$13. a",
141rr
SIIRURS pn CRange Urd<r a6
FACM
•'
,.14 Yt
<n 1ti
i, ..
Ia i.)
.11: 'w.
143:s
ORNAMENTAL GRASS(S- per Change Order 46
IACII
U
':11(11
«'1%)
n13'
269.11(1
$8,877.00
1.1111
PI III FVALS- Ile, Change Order 06
IAC"
0
$13.20
. 1
x
5.653.01
$74,619.60
lA Tuu SEDGE. PLANTS- prr Change Coder P6
IACN
I.
$13.20
"o Ix.
Ow
1,954,00
5.5, 192. BE,
143YY ttARDWOOD MULCH Ix•r Change 0111-6
crS
0
$8250
io;+,
000
222.00
$18,31500
14I_
IANOSCAPI. IMPROVINIINTSIWItINM%CPIIw
IH9 Clang, Order X I
(�
$13,183.50
:I`i>'�
UIXI
lD)
513.1834!
143x%
Section 5 S nmta,y & Warer Addhons - per Change
Order 88
• S
U
$31.465.92
IG SW 07 QUANTITIES
144
EXCAVATION COMMON
CYS
983
$35.00
$30.9175.00
883.00
$30,905.00
145
0ORROW
CYS
2,782
$001
$27A2
2,712.00
$27.82
146
SEDIMENT, REMOVE
CYS
10
$33.74
$331.40
10.00
5337.40
147
TEMPORARY INLET PROTECTION
EACH
14
$65.00
$91000
14.00
$910,00
148
TEMPORARY SILT FENCE
LET
2.105
$1.79
$3,767.95
y105.00
$3,767.95
149
TEMPORARY MIXTURE
LOS
48
$0.25
$12,00
40.00
S1100
150
-SEED
SUBGRADE TREATMENT TYPE II
M
59
$24.80
$1463.20
59.00
$1.463,20
ESE
SUBGRADE TREATMENT TYPE III
M
1.597
$1.63
$2,922.51
1,597.00
52.922.51
152
SUBGRADE TREATMENTTYPE 16
M
4,596
$6.73
$30.931.08
4,596.00
$30,931.01
153
STRUCTURE BACKFILL ME I
CYS
177
$25.66
$4,54482
177.00
$4,54182
154
STRUCTURE 8ACXFILt, TYPE
CYS
266
$92.94
$24722.04
266.00
$21722.04
155
STRUCTURE RACKFILL T"t 5
CYS
36
$73.45
$2,644.20
36.00
52.644,20
156
COMPACTEO AGGREGATE NO. S3 RASE
TON
295
$32.87
59.696.65
295.00
59,696.65
157
HMA SURFACE, TYPE C
TON
292
$71.46
$20,866.32
292.00
$20,166.32
158
MMA INTERMEDIATE TYPE
TON
487
$56.71
$27.617.77
487.00
$27677-77
15U
MMA INTERMEDIATE CIG TYPE C
TON
641
$54.13
534,697,33
641DO
$34,697.33
159
HMA BASE TYPE C
TON
1,207
$51.90
562,643.30
1,107,00
$62,643.30
160
ASPHALT EOR TACK COAL
TON
4
50.01
SQ04
4.00
$0.04
161
HMA FOR SIDEWALKS
TON
221
$87.33
519,299.93
221.00
519.299.93
161
SIDEWALK, CONCRETE. V
M
39
$51-81
$2102OS9
39.00
$2,020.59
163
CURB RAMP CONCRETE
SYS
25
$175.41
$4,M.25
25,00
54,385,75
164
DETECTABLE WARNINGSU RFACE5
SYS
5
$326.25
$1.63125
5.00
51.63125
165HANDRAIL
ORDER
49 IN. ITEM DELETED per CHANGEb
84
LET
5X
51 00
$696000
000
$000
166
CURRANDGUTTER CONCRETE Type II
LET
).830
$19.05
534,86450
1830.00
$34,861.50
167
CURB AND GUTTER, TURNOUT CONCRETE
LET
6
$469.97
$2,819,U
6.00
$ 119.82
168
CONCRETE ROLL CURB &GUTTER
LFT
162
$40.66
$12,740.92
262,00
SI 740.92
169
PCCPFORAPPROACHES,61N.
SYS
59
$60.95
$3590.05
59.(00
596.05
170
MAILBOX ASSEMBLY TRIPLE
EACH
I
$225.00
5225.00
1.00
$225,00
171
IGEOTEXTILES
SYS
1,140
$099
$4120.60
1,14000
SE.12IT60
Pg 5of5
SPRING MILL ROAD RECONSTRUCTION
CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07
Ch-" Ch der A8 - Q-Mlty AAIuSTments
ITEM NO.
DESCRIPTION
UNIT
Olin"
qsN
UNH MICE
0'*" 7R 1 G... bR C- 4-
CM a 81 ch-revmys,
New T.A
Quama v
- T -d Do114a
Amount
172
BIPMP ClAii l
TON
1.070
546.35
$49.54.50
070.00
5+9,59150
173
PIPMP, REVETMENT
TON
260
$23.16
56,021.60
70000
56,011.60
174
RIPMP, UNIFORM (HAND IAIOj
TON
4
$95.96
$383.4
1100
$383.4
175
MOBILIZATION AND DEMOBILIZATION FOR SEEDING
EACH
2
55000
$100.00
2.DD
$100341
176
EROSION CONTROL BLANKET
SYS
1.375
$117
SL608.75
1.375.00
S3.601I
177
WATER
M -G.
25
$1.00
2500
25.00
$2500
178
TOPSOIL
CYS
1.169
$45.64
$53,353.16
1,169.00
$53,351.16
17950DOING
NURSERY
SK
3,540
$3.25
$11150500
3,50.00
$IL505.00
180
CONCRETE, I., A
CVS
17
$252.59
$6,291.03
17.00
$4,294.03
181
241N. SDR 11 HDPE WATER MAIN
LFT
176
$305.36
$53,74336
17600
$53,743.36
182
201N. RESTRAINED JOINT DUCTILE IRON
LET
25
$724.08
$11.102.00
25 OD
$18.10200
183
20' LINE STOP
EACH
2
$17,26&55
$34.537.30
2.00
$3037.10
14
MIN. CONNECTION
EACH
2
$6,202.22
$12.404-44
2.00
$ 404.4
185
Ft EMOV REPLACE AND RELOCATE FIRE HYDRANT
EACH
1
$5,261.37
SS 137
14.00
$5,261.37
186
ADJIKi VALVE BO%TOGRADE
EACH
3
$468.43
$1.405.29
3.80
$40529
187
PIPE TYPE 4. CIRCULAR 61N.
LET
2.774
$4,75
$14807.50
2,274.00
$10,801.50
188
PIP( UNDEROZ14 OUTLET6IN.
LFT
191
$14.50
$ 769.50
191.00
$2,769.50
189
PIPE, TYPE 2, C10.CU LAR 121N.
LFT
42
$4L68
$2740456
42-0)
527,400.56
190
PIPE. TYPE 2 CMCUt 11, 151N.
LET
15
$23530
$3.529.50
L5.80
$3,529.50
191
VIOFO INSPECTION EOR PI PE
LET
655
5239
5136SAS
65S.OD
$L565-45
192
PIPE END SECTION, DIAMETER 12 IN,
EACH
1
$873.51
$87338
1.00
$873.58
193
VIDEO INSPECTION FOR UNDERDRAINS
LFT
3,000
$0.99
$2.970.00
3,000.00
$2.970.00
194
AGGREGATE FOR UNDERDRAINS
CYS
94
550DO
54.700.00
94.00
54,700.00
195
GEOTEKTRES FOR UNDERDRAIN
M
1,076
$2.0
$2,562.0
1016.80
S2,S82.0
196
YARD LIGHTS &0641ST TO GRADE
EACH
7
5250,00
$1.75400
7.00
$1,750.00
197
CASTING ADIUST TO GRADE
EACH
6
5866.67
$5,201.22
6.OD
55,201.22
196
INLET,
NLET E7
EACH
1
$1,881.90
$1,Bst.90
1.00
$1.41.90
199
INLEI 410
EACH
9
$2,448.81
$22039.29
9.00
522.039.29
200
PIPE CATCH BASNI 1814.
EACH
I
51.311X.
$1.314.06
1.00
$1.314.06
201
MANHOLE C4
EACH
3
$2.951.74
$&85522
3.00
58.85512
202
INLET M
EACH
3
$2,1311
56.559.20
3.00
$6,559.20
203
RO/ITORCED CONCRETE ARCH IMII AREA IDSA
SFT.)
LET
64
$3=216.76
$205,872.4
"OD
$203,872.64
220
DETOUR ROUTE MARKER ASSEMBLY
EACH
19
$146.00
$2774.00
19.00
$2,774.00
205
CONSTRUCTION SIGN, A
EACH
11
$220&0
$4,146-00
1700
54,14400
206
CONSTRUCTION SIGN. B
EACH
2
$WS.00
$210.00
2.00
$210.00
207BARRKMF
IN -B
DT
50
$30.00
$1.50400
5000
$1.50400
208
SIGNPOST,TOUME TYPE I REINFORCED ANCHOR
BASE
$1
$1.00
SL136.00
8100
SL134-00
709
SIGN GROUNO MOUNTED RESET
EACH
8
SM.OD
5160.07
&00
5160.01)
210
LINE, THERMOPLASM SOLID WHFFE, 41N.
LET
209
$473
$152.57
209.00
SM2.57
211
LIN E. THERMOPLASTIC, SOLID YELLOW. 414.
LET
2.073
$0.73
SL513.29
2.07300
$1513.29
212
TRANSVERSE MARKING, THERMOPLASTIC,STOPLINL
WHITE, 2414.
LET
15
SSAS
$4.75
15.00
$4.75
213
TRANSVERSE MARKING, THERMOPLASTIC-
CROSSWALK LINE, WHITE. 61N.
LET
103
$1.0
$144.20
103.00
$14410
214
PAVEMENT MESSAGE MARKING, THERMOPLASTIC
LANE INDICATION ARROW
EACH
I
5109.00
$10900
1.00
$10940
715
PAVEMENT MESSAGE MARKING, THERMOPLASTIC
ONLY
EACH
1
$147.00
5147.00
1.00
514700
21h
Rt VISTOPIP(51RIANHANDRAIL-Per Ch-geUder
xA
LFT
0
$312.95
sow
SA /Kl
SIA. ISS.1iI
11)
CANCII IA110 CHARGE (01191-1 H -d -I Dellgu)
Per change Ordcr x4
IS
0
5AG5 an
$000
I t»
K.1f r. tYT
AAjusteA OuanLaies Las of Lha CAangeOder)
• Naw It-
ORIGINAI IOIAI.
$8592,091.16
NEWTOTAI
19.4139/31/
City of Carmel Project 16 -ENG -52
Spring Mill Road Reconstruction
CHANGE ORDER #8
Section 5 Sanitary & Water Additions
Contract Price prior to this Change Order
$9,421,507.35
Contract Price will be increased by this Change Order $32,465.92
New Contract Price including this Change Order $9,453,973.27
Amount
Adjusted Contract
Price
Cumulative % Change
from Original Contract
Original Contract
$8,592,091.16
$8,592,091.16
N/A
C01
(-333.18)
$8,591,757.98
-0.004%
CO2
$36,031.35
$8,627,789.33
0.42%
CO3
$123,808.23
$8,751,597.56
1.86%
C04
$11,656.00
$8,763,253.66
1.99%
C05
$4,140.25
$8,767,393.91
2.04%
C06
$640,929,94
$9,408,323.85
9.50%
C07
$13,183.50
$9,421,507.35
9.65%
C08
$32,465.92
$9,453,973.27
10.03%