HomeMy WebLinkAboutRieth-Riley Construction, Inc/Eng/CO #4/11,656.10/Spring Mill Road Reconstruction (#16-SW-07)City of Carmel Project 16 -SW -07
Spring Mill Road Reconstruction
DCS'
CHANGE ORDER #4
Revised Pedestrian Handrail
Contract Price prior to this Change Order $8,751,597.56
Contract Price will be increased by this Change Order $11,656.10
New Contract Price including this Change Order $8,763,253.66
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%
Page 1 of 2
CITY OF CARMEL
TO: Lucas Clark CONTRACT CHANGE ORDER NO.: 4
Rieth-Riley Construction Co., Inc. DATE: 6/2/2017
P.O. Box 276 PROJECT NAME: Spring Mill Road Reconstruction /
1751 W. Minnesota Street
Indianapolis, IN 46221 Project #16 -SW -07
CITY REQ. NO.:
CITY PO NO.: 100354
CITY PO DATE: 4/13/2017
I. You are directed to make the following changes in this Contract:
*All additional work associated with the documents referenced below.
*This Change Order will delete Item #165 (-$6960.00) and create two new items, ITEM
#216 — REVISED PEDESTRIAN HANDRAIL, Unit of pay for this item will be LFT; ITEM
9217 — CANCELLATION CHARGE (Original Handrail Design), Unit of pay for this item will
be LS.
II. 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 5/15/2017.
*Change Order 4 QTY Adjustments Breakdown
The changes result in the following adjustment of Contract Price and Contract Time:
Contract Price prior to this Change Order
$ 8,751,597.56
Contract Price will be increased/dec-reased by this Change Order $ 11,656.10
New Contract Price including this Change Order $ 8,763,253.66
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.
AR -1
(T
Page 2 of 2
The Above Changes Are
Recommended:
United Consulting
ENGINEER
1625 N. Post Road
Address
Indianapolis, IN 46219
City/State/Zip
B��
Phone: 3�--rty-sssz
Date: 611sI/7
The Above Changes Are
Accepted:
Rieth-Riley
CONTRACTOR
1751 W. Minnesota Street
Address
Indianapolis, 46206
Date:
Approved:
Lori W
AT '&,
Christine S. PAuley, Clerk -
Treasurer
m Ka an, P.E.
City Engineer
Date: �A.lf / �/
IETH!
May 15, 2017
Bret Smiley
United Consulting
Construction Manager
1625 N. Post Road
Indianapolis, IN 46219
ZLEY CONSTRUCTION CO., INC.
100% Quality • 100% Employee Owned • Over 100 Years
RE: Spring Mill Road Improvements
City of Carmel Project No. 16 -SW -07
Rieth-Riley Project No. 3200671
Dear Mr. Smiley,
SENT VIA ELECTRONIC MAIL ONLY:
Bret.Smiley@ucindy.com
Pursuant to the revision of the handrail, Rieth-Riley Construction is requesting the following two additional pay items be
added to the contract.
Item Description
EWA-1 Revised Pedestrian Handrail
EWA-2 Cancellation Charge
Unit Price Unit Qty Total
$312.95 LFT 58 $18,151.10
$465.00 LS 1 $465.00
Total $18,616.10
The approximate cost of this adjustment based on unit prices is $18,151.10.
A detailed breakdown of this pricing is attached on the following pages.
Please call with any questions.
Thanks
.4., 1 s crag
Lucas S. Clark
Project Manager
RIETH-RILEY CONSTRUCTION CO., INC.
cc: Eric Holmes
Mike Jaskela
It
P.O. Box 276 •1751 W. Minnesota St. •Indianapolis, IN 46206 Phone: (317) 634-5561 • www.rieth-riley.com
Lucas Clark
From: Spencer Storie <spencer.storie@specialtiescompany.com>
Sent: Tuesday, May 09, 2017 1:34 PM
To: Lucas Clark
Subject: Tagged: Re: RE: Change Proposal - Handrail Revision
Importance: Low
Follow Up Flag: Follow up
Flag Status: Flagged
Lucas,
Please find below our breakdown of pricing for the most recent cost proposal for the Hand Rail Change Order
on the Spring Mill Road Reconstruction Project. The information below is an indication of our costs for the
requested Hand Rail on the Project and is the most detailed we can be on the requested breakdown. The material
costs are reflective of new fabrication and black powder coating of the Hand Rail as outlined in the City of
Carmel Standard Drawings for the Hand Rail. If you have any questions, concerns or need anything further,
please let me know. Thank you for all of your help, Lucas.
Materials: $11,895.00
58.0 LFT of City of Carmel Standard Drawing Hand Rail (including Black Powder Coated finish)
Labor: $1,377.60
Foreman (1) - 8 HRS @ $53.75/HR
Teamster (1) - 8 HRS @ $43.25/HR
Laborers (2) - 16 HRS @ $37.60/HR
Equipment: $1,380.00
Foreman Truck (1) - 8 HRS
Semi Truck (1) - 8 HRS
Semi Trailer (1) - 8 HRS
Generator (1) - 8 HRS
Shown as
Mark -Ups: o
Materials (12/0): $1,427.40 supporting backup
Labor (20%): $275.52 for the $16,501.00
Equipment (12%): $165.60 Price.
Total Change Order Amount = $16,521.12
Total Quoted Change Order Amount = $16,501.00 ($284.50/LFT @ 58 LFT)
Spencer Storie
9350 East 30th Street
Indianapolis, IN 46229
Lucas Clark
From: Spencer Storie <spencer.storie@specialtiescompany.com>
Sent: Wednesday, May 10, 2017 2:03 PM
To: Lucas Clark
Subject: Re: Tagged: Fwd: FW: FW: FW: FW: Tagged: Fwd: FW: City of Carmel Railing Project
Importance: Low
Lucas,
Total Change Order Amount = $16,521.12
- This is the ACTUAL amount if you added up all of the costs I showed in the breakdown for our materials,
equipment, labor and mark-ups.
Total Quoted Change Order Amount = $16,501.00 ($284.50/LFT @ 58 LFT)
- This is the cost that we bid to them on our proposal. I just wanted to show the cost we actual quoted to them
was below the actual allowable rate.
Hope this helps. Please let me know if you need anything else.
Spencer Storie
9350 East 30th Street
Indianapolis, IN 46229
P: (317)594-0291
F: (317)594-0271
C: (317)450-5407
On Wed, May 10, 2017 at 1:56 PM, Lucas Clark <lclark ,rieth-riley.com> wrote:
I'll take a swing with what we have here and see what we end up with. One last thing before I put this all together. At
the bottom of your breakdown email you have a $16,521.12 number and a $16,501.00 number. Are am I missing
here?
Total Change Order Amount = $16,521.12
Total Quoted Change Order Amount = $16,501.00 ($284.50/LFT @ 58 LFT)
CoxsrrnaXWN M. /Na
Lucas Clark
A01 -Ir Afa ly-
1751 west FrStreet
tncia�pdIN 462�, IN 46221
Mark (317) 6345561 ext 21M
Mobile (317) 775-8426
kimk@viedwieV.com
www.rkdwisy.com
Cell: 317-775-8426
( fETH RILEY
100% Employee Owned
From: Spencer Storie [mailto:spencer.storie@specialtiescompany.com]
Sent: Wednesday, May 10, 2017 11:54 AM
To: Lucas Clark <Iclark@rieth-riley.com>
Subject: Tagged: Fwd: FW: FW: FW: FW: Tagged: Fwd: FW: City of Carmel Railing Project
Importance: Low
Lucas,
They never actually sent me a price quote for the railing, just an email with the prices per LFT. However,
below is the email received from our supplier for the materials to install the railing on the Spring Mill Road
Project. I also included a few dollars on my breakdown to you for the grout which will be required for the core
drilled holes. If you have any questions or need any further information, please let me know. I hope this helps.
Thank you as always for your assistance, Lucas.
Spencer Storie
9350 East 30th Street
Indianapolis, IN 46229
ii
P: (317)594-0291
F: (317)594-0271
C: (317)450-5407
---------- Forwarded message ----------
From: Roy McDaniel <Roygphdrew.com>
Date: Thu, Mar 16, 2017 at 8:48 AM
Subject: FW: FW: FW: FW: Tagged: Fwd: FW: City of Carmel Railing Project
To: Spencer Storie <spencer. storieAspecialtiescompan .com>
Spencer,
The price to furnish all new material for the 58' of 9 -line pipe handrail(Galy. & Powder Coate t=nj
The price to modify the existing (City of Carmel) panels, remove the existing powder coating and recoat is $182.00/lf.
If you have any questions please let me know.
Thanks,
Roy McDaniel
P. H. Drew, Inc.
2450 N. Raceway Road
Indianapolis, IN 46234
317-297-5152 ext. 311
9
RAILING NOTES
1) HANDRAIL MATERIALS AND WORK SPECIFICATIONS SHALL BE IN ACCORDANCE
WITH THE MOST CURRENT VERSION OF INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS AND SUPPLEMENTAL SPECIFICATIONS UNLESS OTHERWISE NOTED.
2) ALL PIPE MATERIAL SHALL BE SCHEDULE 40, ASTM A53, GR. B.
3) HANDRAILS SHALL BE GALVANIZED STEEL WITH PRIMER AND BLACK POWDER
COATING MATERIALS PER TECHNICAL SPECIFICATIONS.
4) FOOTING AND POST EMBEDMENT TO BE DESIGNED BY THE DESIGNER. THE USE OF THE BASE
PLATE/DROP-IN ANCHOR OPTION IS ONLY PERMITTED WHEN EMBEDDING THE POST IS NOT
FEASIBLE. THE USE OF THE BASE PLATE/DROP-IN ANCHOR OPTION MAY BE APPROVED BY
THE ENGINEER.
1 1/2" SCH. 40 (TYP.)
42"
(MIN.)
TYP.
RAILS
FIELD ADJUST MEASUREMENTS TO
FIT CONTOURS AND SITE CONDITIONS
72" (TYP.)
(MAX.)
(SEE NOTE 4)
NO SCALE
2 1/2" SCH. 40 (TYP.)
5 1/4"
0.C.(MAX.)
TYP.
3/16" POST
4 CLR.
(MAX.)
10" x 5" x 1"
(SEE DETAIL SHT 10-38B)
J" BOLT WITH DR❑P-IN
ANCHOR (SEE NOTE 4)
Paqe 1 of 5
SPRING MILL ROAD RECONSTRUCTION
CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07
Change Order 84 - Quantity Adjustments
ITEM NO.
DESCRIPTION
UNIT
Original
Quantity
UNIT PRICE
Original Total
Construction Construction
Change Kl Qtys. Change 424tys.
New Total
QuantityI
New Total Dollar
Amount
16 -ENG -52 QUANTITIES
1
CONSTRUCTION ENGINEERING
LS
1
$160,203.01
$160,203.01
0.113
1.03
$164,290.01
2
MOBILIZATION AND DEMOBILIZATION
LS
1
$211,891.55
$211,891.55
1.00
$211,891.55
3
CLEARING RIGHTOF WAY
LS
1
$295,223.93
$295,223.93
1.00
$295,223.93
4
PAVEMENT REMOVAL
SYS
459
$14.60
$6,701.40
459.00
$6,701.40
5
CENTER CURB, CONCRETE, REMOVE
SYS
34
$42.39
$1,441.26
34.00
$1,441.16
6
CURB, CONCRETE, REMOVE
LFT
77
$7.82
$602.14
77.00
$602.14
7
CURB AND GUTTER, REMOVE
LFT
2,914
$6.05
$17,629.70
2,914.00
$17,629.70
8
PIPE ABANDON GROUT AND FILL
EACH
5
$438.20
$2,191.00
5.00
$2,191.00
9
SIDEWALK CONCRETE, REMOVE
SYS
223
$16.70
$3,724.10
223.00
$3,724.10
10
INLET, REMOVE
EACH
4
$607.04
$21428.16
4.00
$1,428.16
11
FENCE, CHAIN. LINK, REMOVE
LFT
492
$4.50
$2,214.00
492.00
$2,214.00
Sla
GUARDRAIL, REMOVE
LFT
735
$6.50
$4,777.50
735.00
$4,777.50
116
BRIDGE RAILING, REMOVE
LFT
248
$18.50
$4,588.00
248.00
$4,588.00
12
MANHOLE, REMOVE
EACH
1
$898.30
$898.30
1.00
$898.30
13
CURB TURNOUT, REMOVE
EACH
1
$84.36
$84.36
1.00
$84.36
14
CONCRETE WALL, REMOVE
LFT
170
$49.07
$8,341.90
170.00
$8,341.90
15
PIPE, REMOVE
LFT
832
$38.16
$31,749.12
832.00
$31,749.12
16
FENCE, FARM FIELD, REMOVE
LFT
1 1,662
1 $2.75
$4,570.50
1,662.00
$4,570.50
17
EXCAVATION, COMMON
CYS
24,762
$5.81
$143,867.22
24,762.00
$143,867.22
18
BORROW
CYS
15,953
$0.01
$159.53
15,953.00
$159.53
19
SEDIMENT, REMOVE
CYS
63
$38.62
$2,433.06
63.00
$2,433.06
20
TEMPORARY CHECK DAM, REVETMENT RIPRAP
TON
8
$57.15
$457.20
8.00
$457.20
21
TEMPORARY INLET PROTECTION
EACH
154
$65.00
$10,010.00
154.00
$10,010.00
22
TEMPORARY MULCH
TON
29
$450.00
$13,050.00
29.00
$13,050.00
23
TEMPORARY SILT FENCE
LFT
12,404
$1.95
$24,187.80
12.404.00
$24,187.80
24
NO. 2 STONE
TON
400
$25.25
$10,100.00
400.00
$30,100.00
25
TEMPORARY GEOTEXTILE
SYS
940
1 $2.79
$2,622.60
910.00
$2,621.60
26
TEMPORARY SEED MIXTURE
LBS
1,740
$0.25
5435.00
1,240.00
$435.00
27
SUBGRADE TREATMENT, TYPE II
SYS
960
$22.67
$21,763.20
,. UUI
925.00
$20,969.75
28
SUBGRADE TREATMENT, TYPE IB
SYS
53,215
$6.03
$320,886.45
899.00
54,114.00
$326,307.42
29
STRUCTURE BACKFILL, TYPE I
CYS
13,538
$25.66
$347,385.08
3.t1c1
13,541.00
$347,462.06
30
DRYING SOILS FOR EMBANKMENT
TON
655
$125.00
$81,875.00
655.00
$81,875.00
31
COMPACTED AGGREGATE NO. 53 BASE
TON
3,062
$27.60
$84,511.20
3,015.00
$83,214.00
32
WIDENING WITH HMA, TYPE C
TON
11
$183.09
$2,013.99
11.00
$2,013.99
33
MILLING, ASPHALT, 11/2 IN.
SYS
381
$12.00
$4,572.00
381.00
$4,572.00
34
MILLING, ASPHALT
SYS
488
1 $12.00
$5,856.00
488.00
$5,856.00
36
HMA SURFACE, TYPE C
TONS
3,206
$58.59
$187,839.54
48.00
3,254.00
$190,651.86
37
HMA INTERMEDIATE, TYPE C
TONS
5,187
$51.56
$267,441.72
79.00
5,266.00
$271,514.96
38
HMA BASE, TYPE C
TONS
14,518
549.54
$719,22172
272.00
14,790.00
$732,696.60
39
MMA INTERMEDIATE, OG, TYPE C
TONS
6,567
$50.09
$328,941.03
57.00
6,624.00
$331,796.16
40
HMA FOR TEMPORARY PAVEMENT, C
(UNDISTRIBUTED)
TON
500
$103.00
$51,500.00
500.00
$51,500.00
41
ASPHALT FOR TACK COAT
TON
29
$0.01
$0.29
15.00
11.00
$0.44
41
PCCP, 7 IN.
SYS
241
$63.87
$15,39267
241.00
$15,392.67
43
GUARDRAIL, WOOD BEAM
LFT
725
1 $314.00
$227,650.00
725.00
$227,650.00
43a
GUARDRAIL, BURIED END
LFT
8
$8,600.00
$68,800.00
8.00
$68,800.00
44
HMA FOR SIDEWALK
TON
2,243
$79.93
$179,282.99
2,205.00
$176,245.65
45
SIDEWALK, CONCRETE
SYS
391
$43.80
$17,125.80
391.00
$17,125.80
46
CURB RAMP, CONCRETE
SYS
440
$155.70
$68,508.00
131, OU
579.00
$90,150.30
47
CURB, INTEGRAL CONCRETE
LFT
245
$33.04
$8,094.80
245.00
$8,094.80
48
CURB AND GUTTER, CONCRETE, TYPE It
LFT
18,824
$16.04
$301,936.96
18,824.00
$301,936.96
49
CURB AND GUTTER, CONCRETE, TYPE III
LFT
13,729
$15.01
$206,072.29
13,666.00
$205,126.66
50
CENTER CURB, O CONCRETE
SYS
125
$181.22
$22,652.50
125.00
$22,652.50
51
CURB, TURNOUT
EACH
2
$1,183.91
$2,367.82
2.00
$2,367.82
52
CURBANDGUTTER, ROLL CURB
LFT
308
$29.50
$9,086.00
308.00
$9,086.00
53
HMA FOR APPROACHES, TYPE C
TON
1 681
1 $89.44
$60,908.64
119. 00
800.00
1 $71,552.00
Paqe 2 of 5
SPRING MILL ROAD RECONSTRUCTION
CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07
Change Order N4 - Quantity Adjustments
ITEM NO.
DESCRIPTION
UNIT
Original
Quantity
UNIT PRICE
Original Total
Construction construction
Change bl Qty s. Change #2 Qty'.
New Total
Own
New Total Dollar
Amount
54
PCCP FOR APPROACHES, 6 IN.
SYS
574
$52.72
$30,261.28
537.OD
$28,310.64
55
PCCP FOR APPROACHES, 9 IN.
SYS
412
$64.54
$26,590.48
412.00
$26,590.48
56
MAILBOX ASSEMBLY, SINGLE RESET
EACH
13
$185.00
$2,405.00
13.00
$2,405.00
57
GEOTEXTILES
SYS
68
$1.18
$80.24
11 Ou 1.01)
80.00
$94.40
58
RIPRAP, REVETMENT
TON
28
$85.06
$2,381.68
40n 1.00
33.00
$2,806.98
59
MOBILIZATION AND DEMOBILIZATION FOR SEEDING
EACH
7
$50.00
$350.00
7.00
$350.00
60
EROSION CONTROL BLANKET
SYS
1,016
$1.17
$1,188.72
1,016.00
$1,188.72
61
WATER
kGAL
102
$1.00
$102.00
102.OD
$102.00
62
SODDING, NURSERY
SYS
28,063
$3.25
$91,204.75
28,063.00
$91,204.75
63
IRRIGATION CONTROLLER BOX
EACH
1
$8,500.00
$8,500.00
1.00
$8,500.00
64
FIELD OFFICE, 8
MOS
15
$2,286.99
$34,304.85
15.00
$34,304.85
65
TIMBER CURB
LFT
124
$196.00
$24,304.00
124.00
$24,304.00
66
PIPE, TYPE 2, CIRCULAR, 361N.
LFT
1,415
$95.84
$135,613.60
u,.00
1,431.00
$137,147.04
67
PIPE, TYPE 4, CIRCULAR, 61N.
LFT
18,429
$4.35
$80,166.15
18,429.00
$80,166.15
68
1 PIPE, TYPE 4, CIRCULAR, 81N.
LFT
54 1
$8.00
$432.00
54.00
$432.00
69
PIPE, TYPE 2, CIRCULAR, 121N.
LFT
4,232
$39.45
$166,952.40
16.00
4,208.00
$166,005.60
70
PIPE, TYPE 2, CIRCULAR, 151N.
LFT
416
$50.95
$21,195.20
12.00
428.00
$21,806.60
71
PIPE, TYPE 2, CIRCULAR, 181N.
LFT
1,099
$46.37
$50,960.63
1,097.00
$50,867.89
72
PIPE, TYPE 2, CIRCULAR, 21 IN.
LFT
299
$55.18
$16,498.82
299.00
$16,498.82
73
PIPE, TYPE 2, CIRCULAR, 241N.
LFT
670
$60.93
$40,823.10
669.00
$40,762.17
74
PIPE, TYPE 2, CIRCULAR 271N.
LFT
25
$123.09
$3,077.25
I S o��
40.00
$4,923.60
75
PIPE, TYPE 2, CIRCULAR, 301N.
LFT
195
$75.60
$14,742.00
195.00
$14,742.00
76
PIPE, TYPE 2, CIRCULAR, 42 IN.
LFT
355
$130.20
$46,221.00
355.00
$46,221.00
77
PIPE, TYPE 2, CIRCULAR, 48 IN.
LFT
1,590
$151.85
$241,441.50
1,590.00
$241,441.50
77a
PIPE, TYPE 2, DEFORMED, MIN. AREA 3.3 SFT
LFT
48
$80.30
$3,854.40
21.00
$1,686.30
776
PIPE, TYPE 2, DEFORMED, MIN. AREA 5.1 SFT
LFT
546
$107.60
$58,749.60
546.00
$58,749.60
78
STORMWATER TREATMENT SYSTEM, 2.08 CFS
EACH
1
$21,280.78
$21,280.78
1.00
$21,280.78
79
STORMWATER TREATMENT SYSTEM, 2.9 CFS
EACH
1
$21,280.78
$21,280.78
1.00
$21,280.78
80
STORMWATER TREATMENT SYSTEM, 2.23 CFS
EACH
1
$21,280.78
$21,280.78
1.00
$21,280.78
81
STORMWATER TREATMENT SYSTEM, 1.12 CFS
EACH
1
$21,280.78
$21,280.78
1.00
$21,280.78
82
STORMWATER TREATMENT SYSTEM, 2.76 CFS
EACH
1
$21,280.78
$21,280.78
1.00
$21,280.78
83
STORMWATER TREATMENT SYSTEM, 1.65 CFS
EACH
1
$21,280.78
$21,280.78
1.00
$21,280.78
84
VIDEO INSPECTION FOR PIPE
LFT
10,325
$1.29
$13,319.25
16.(:c'.
10,314.00K$75,484.50
305.06
85
PIPE END SECTION, DIAMETER 12 IN.
EACH
3
$873.60
$2,620.80
2 J -.l
5.00
68.00
86
PIPE END SECTION, DIAMETER 151N,
EACH
2
$917.11
$1,834.22
2.00
34.22
87
PIPE END SECTION, DIAMETER 181N.
EACH
4
$971.48
$3,885.92
4.00
85.92
88
OUTLET PROTECTOR, 3
EACH
2
$1,050.00
$2,100.00
2.00
100.00
89
VIDEO INSPECTION FOR UNDERDRAINS
LFT
3,000
$0.99
$2,970.00
3,000.0070.00
90
AGGREGATE FOR UNDERDRAINS
CYS
1,659
$45.50
$75,484.50
1,659.00
484.5091
GEOTEXTILES FOR UNDERDRAIN
SYS
16,587
$1.15
$19,075.05
16,587.00075.0592
MANHOLE, J10
EACH
6
$4,602.60
$27,615.60
1.00
7.00
218.2093
CASTING, ADJUST TO GRADE
EACH
13
$623.76
$8,108.88
13.00
108.8894
INLET, J10
EACH
46
$2,443.76
$112,412.96
1.00
47.00
,856.7295
INLET, M10
EACH
5
$2,448.81
$12,244.05
5.00
244.05%
CATCH BASIN, K10
EACH
41
$2,601.45
$106,659.45
(1.00)
40.00
,058.0097
MANHOLE, C4
EACH
30
$2,847.34
$85,420.20
(100 (300)
26.00
030.8498
CATCH BASIN, F7
EACH
1
$1,974.33
$1,974.33
1.00
974.3399
MANHOLE, K4
EACH
17
$8,549.72
$145,345.24
6.00
23.00
,643.56
100
MANHOLE, J4
EACH
20
$5,140.48
$102,809.60
14.00
$71,966.72
101
CATCH BASIN, M30
EACH
41
$2,617.76
$107,328.16
41.00
$107,328.16
102
DETENTION OUTFALL STRUCTURE, D
EACH
5
$8,666.12
$43,330.60
4.00
$34,664.48
103
DETENTION OUTFALL STRUCTURE, E
EACH
1
$9,077.18
$9,077.18
1.00
$9,077.18
104
CONSTRUCTION SIGN, C
EACH
3
$297.00
$891.00
3.00
$891.00
105
ROAD CLOSURE SIGN ASSEMBLY
EACH
6
$507.00
$3,042.00
6.00
$3,042.00
105a
TEMPORARY PAVEMENT MARKING, 4IN
LFT
6,000
$0.67
1 $4,020.00
6,000.00
$4,020.00
Paae 3 of 5
SPRING MILL ROAD RECONSTRUCTION
CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07
Change Order 84 - Quantity Adjustments
REM NO.
DESCRIPTION
UNIT
Original
Qwnttty
UNIT PRICE
gnu
Ori (Total
Construction Construction
Change 41 Qtys. Change k2 Qtys.Qwntl
New Total
New Total Dollar
Amount
105b
TEMPORARY PAVEMENT MARKING, REMOVABLE, 41N
LFT
2,600
$1.05
$2,730.00
2,600.00
$2,730.00
106
DETOUR ROUTE MARKER ASSEMBLY
EACH
22
$152.00
$3,344.00
22.00
$3,344.00
107
CONSTRUCTION SIGN, A
EACH
14
$249.00
$3,486.00
14.00
$3,486.00
108
CONSTRUCTION SIGN, B
EACH
13
$104.00
$1,352.00
13.00
$1,352.00
109
MAINTAINING TRAFFIC
LS
1
$153,029.18
$153,029.18
1.00
$153,029.18
110
BARRICADE, 1148
LFT
264
$30.00
$7,920.00
264.00
$7,920.00
111
STREET SIGN POST
EACH
6
$1,850.00
$11,100.00
6.00
$11,100.00
111
SIGN, SHEET, AND SUPPORTS, REMOVE
EACH
33
$25.00
$825.00
33.00
$825.00
113
BGSEPOST, SQUARE TYPE IUNREINFORCED ANCHOR
LFT
425
$14.00
$5,950.00
425.00
$5,950.00
114
SIGN, SHEET, WITH LEGEND, 0.080 IN.
SFT
184
$17.00
$3,128.00
38.00
222.00
$3,774.00
115
SIGN, SHEET, WITH LEGEND, 0.100 IN.
SFT
117
$19.00
$2,223.00
72.00
189.00
$3,591.00
116
CONDUIT, PVC, 2 IN. SCHEDULE 40
LFT
493
$8.D0
$3,944.00
493.00
$3,944.00
117
CONDUIT, HDPE, 2 IN. SCHEDULE 80
LFT
162
$12.00
$1,944.00
162.00
$1,944.00
118
ORNAMENTAL LIGHT POLE, FOUNDATION,
LUMINARIES
EACH
6
$8,900.00
$53,400.00
6.00
$53,400.00
119
HANDHOLE, FOR INTERDUCT
EACH
31
$975.00
$30,225.00
31.00
$30,225.00
120
PVC SCHEDULE 40-4"
LFT
9,502
$5.00
$47,510.00
9,502.00
$47,510.00
121
PVC SCHEDULE 40.4"INTERDUCT
LFT
9,502
$9.00
$85,518.00
9,502.00
$85,518.00
122
PVC SCHEDULE 80-4"
LFT
205
$7,00
$1,435.00
205.00
$1,435.00
123
PVC SCHEDULE 8G-4" INTERDUCT
LFT
205
$20.00
$4,100.00
205.00
$4,100.00
124
HANDHOLE LIGHTING
EACH
4
$650.00
$2,600.00
4.00
$2,600.00
POINT II MODIFIED
EACH
1
$5,500.00
$5,500.00
1.00
$5,500.00
WIRE, NO. 6 COPPER, IN PLASTICC DUCT, 41/C
LFT
162
$8.00
$1,296.00
162.00
$1,296.00
uICRE, NO. 6 COPPER, IN PLASTIC DUCT, IN TRENCH, 4
LFT
493
$8.00
$3,944.00
493.00
$3,944.00
K12SSERVICE
CONNECTOR KR, UNFUSED
EACH
6
$37.00
$222.00
6.00
$222.00
CONNECTOR KIT, FUSED
EACH
6
$35.00
$210.00
6.00
$210.00
MULTIPLE COMPRESSION FITTING, WATERPROOFED
EACH
17
$21.00
$357.00
17.00
$357.00
INSULATION LINK, WATERPROOFED
EACH
28
$15.00
$420.00
28.00
$420.00
132
WIRE, TW/THW, NO. 10 COPPER, STRANDED
LFT
471
$1.00
$471.00
471.00
$471.00
133
TRANSVERSE MARKING, THERMOPLASTIC,
CROSSWALK LINE, WHITE, 241N.
LFT
928
$5.65
$5,243.20
928.00
$5,243.20
134
LINE, THERMOPLASTIC, BROKEN, WHITE, 41N.
LFT
592
$1.95
$1,154.40
592.00
$1,154.40
135
LINE, THERMOPLASTIC, SOLID, WHITE, 41N,
LFT
21050
$0.73
$1,496.50
149.00
2,399.00
$1,751.27
136
LINE, THERMOPLASTIC, DOTTED, WHITE, 8 IN.
LFT
116
$3.15
$365.40
116.00
$365.40
137
TRANSVERSE MARKING, THERMOPLASTIC, YIELD
LINE, WHITE, 361N.
LFT
47
$12.20
$573.40
47.00
$573.40
138
LINE, THERMOPLASTIC, SOLID, YELLOW, 41N.
LFT
3,449
$0.73
$2,517.77
275.00
3,724.00
$2,718.52
139
TRANSVERSE MARKING, THERMOPLASTIC, STOP
LINE, WHITE, 241N.
LFT
117
$5.65
$661.05
1.00
118.00
$666.70
140
PAVEMENT MESSAGE MARKING, THERMOPLASTIC
LANE INDICATION ARROW
EACH
26
$109.00
$2,834.00
8.00
34.00
$3,706.00
141
SNOWPLOWABLE RAISED PAVEMENT MARKER
EACH
155
$25.00
$3,875.00
155.00
$3,875.00
142
LINE, THERMOPLASTIC, SOLID, YELLOW, 81N.
LFT
2,269
$1.90
$4,311.10
55.00
2,324.00
$4,415.60
143
UNE, THERMOPLASTIC, SOLID, YELLOW, 12 IN.
LFT
460
$2.85
$1,311.00
17.00
477.00
$1,359.45
143a
2W DUCTILE IRON WATER MAIN
LFT
1,520
$109.72
$166,774.40
1,520.00
$166,774.40
143b
8" DUCTILE IRON WATER MAIN
LFT
80
$90.20
$7,216.00
80.00
$7,216.00
143c
8" GATE VALVE
EACH
1
$1,477.28
$1,477.28
1.00
$1,477.28
143d
20" X 8" STAINLESS TAPPING SADDLE AND VALVE
EACH
1
$8,354.44
$8,354.44
1.00
$8,354.44
143e
8" WATER MAIN LOWERING
EACH
1
$5,599.00
$5,599.00
1.00
$5,599.00
143f
10" WATER MAIN LOWERING
EACH
1
1 $6,260.48
$6,260.48
1.00
$6,260.48
143
16" WATER MAIN LOWERING
EACH
1
1$10,776.14
$10,776.14
1.00
$10,776.14
143h
20" WATER MAIN LOWERING
EACH
6
$13,814.76
$82,888.56
6.00
$82,888.56
1431
8" WATER MAIN CONNECTION
EACH
2
$3,475.74
$6,951.48
2.00
$6,951.48
143
20" WATER MAIN CONNECTION
EACH
4
$4,486.76
1 $17,947.04
4.00
$17,947.04
Paae 4 of 5
SPRING MILL ROAD RECONSTRUCTION
CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07
Change Order R4 - Quantity Adjustments
ITEM NO.
DESCRIPTION
UNIT
Original
Quantity
UNIT PRICE
ONglml Total Construction Construction
Change 41 Qtys. Change p2 Qtys.
New Total
Quantity
New Total Dollar
Amount
143k
LONG SIDE SERVICE
EACH
1
$3,882.93
$3,882.93
1.00
$3,882.93
1431
METER PIT RELOCATION
EACH
1
$1,327.05
$11327.05
1.00
$1,327.05
143.
BACKFLOW RELOCATION
EACH
1
$525.38
$525.38
1.00
$525.38
143n
RELOCATE SAMPLING STATION
EACH
1
$1,518.42
$1,518.42
1.00
$1,518.42
1430
ADJUST VAVLE TO GRADE REMOVE & REPLACE
HYDRANT & ADJUST TO GRADE
EACH
17
$4,476.55
$76,101.35
17.00
$76,101.35
143p
NEW HYDRANT ASSEMBLY
EACH
5
$6,016.55
$30,082.75
5.00
$30,082.75
1434
REMOVE AND RETIRE HYDRANT
EACH
3
$626.30
$1,878.90
3.00
$1,878.90
143r
ADJUST VALVE TO GRADE
EACH
18
$321.44
$5,785.92
18.00
$5,785.92
143s
VALVE RETIREMENT
EACH
3
$585.16
$1,755.48
3.00
$1,755.48
143t
LINE STOPS 20"(UNDISTRIBUT t O)
EACH
4
$17268.55
$69,074.20
4.00
$69,074.20
-
ION OUTFA URE,
.�.
,. . a
"
•:�. J4
$0.00 1.Oi1
1.00
$8,332.94
143v
SEPTIC REPLACEMENT- per Change Order 12 1
1S
11
$36,031.35
$0.00
1.00
$36,031.35
143w
DECORATIVE SOLAR FLASHER- per Change Order 43 I
EACH
0
$7,806.66
$0.00 6.00
6.00
$46,839.96
W -F ANTITIES
COMMON
CYS
883
$3500
$30,905.00
883.00
$30,905.00
BORROW
CYS
2,782
$0.01
$27.82
2,782.00
$27.82
SEDIMENT, REMOVE
CYS
10
$33.74
$337.40
10.00
$337.40
M144EXCAVATION,
TEMPORARY INLET PROTECTION
EACH
14
$65.00
$910.00
14.00
$910.00
TEMPORARY SILT FENCE
LFT
2,105
$1.79
$3,767.95
2,105.00
$3,767.95TEMPORARY
SEED MIXTURE
LBS
48
$0.25
$12.00
48.00
$12.00
SUBGRADE TREATMENT, TYPE 11
SYS
59
$24.80
$1,463.20
59.00
$1,463.20
151
SUBGRADE TREATMENT, TYPE Ill
SYS
1,597
$1.83
$2,922.51
1,597.00
$2,922.51
152
SUBGRADE TREATMENT, TYPE IB
SYS
4,596
1 $6.73
$30,931.08
4,596.00
$30,931.08
153
STRUCTURE BACKFILL, TYPE 1
CYS
177
$25.66
$4,541.82
177.00
$4,541.82
154
STRUCTURE BACKFILL, TYPE 2
CYS
266
$92.94
$24,722.04
266.00
$24,722.04
155
STRUCTURE BACKFILL, TYPE 5
CYS
36
$73.45
$2,644.20
36.00
$2,644.20
156
COMPACTED AGGREGATE NO. 53 BASE
TON
295
$32.87
$9,696.65
295.00
$9,696.65
157
HMA SURFACE, TYPE C
TON
292
$71.46
$20,866.32
292.00
$20,866.32
158
HMA INTERMEDIATE, TYPE C
TON
487
$56.71
$27,617.77
487.00
$27,617.77
158a
HMA INTERMEDIATE, OG, TYPE C
TON
641
$54.13
$34,697.33
641.00
$34,697.33
159
HMA BASE, TYPE C
TON
1,207
$51.90
$62,643.30
1,207.00
$62,643.30
160
ASPHALT FOR TACK COAT
TON
4
$O.Ol
$0.04
4.00
$0.04
161
HMA FOR SIDEWALKS
TON
221
$87.33
$19,299.93
221.00
$19,299.93
162
SIDEWALK, CONCRETE, 4"
SYS
39
1 $51.81
$2,020.59
39.00
$2,020.59
163
CURB RAMP, CONCRETE
SYS
25
1 $175.41
$4,385.25
25.00
$4,385.25
164
DETECTABLE WARNING SURFACES
SYS
5
$326.25
$1,631.25
5.00
$1,631.25
165
HANDRAIL, 481N. ITEM DELETED per CHANGE
ORDER 84
LFT
58
$120.00
$6,960.00
0.00
$0.00
166
CURB AND GUTTER CONCRETE, TYPE II
LFT
1,830
$19.05
$34,861.50
1,830.00
$34,861.50
167
CURB AND GUTTER, TURNOUT CONCRETE
LFT
6
$469.97
$2,819.82
6.00
$2,819.82
168
CONCRETE ROLL CURB &GUTTER
LFT
262
$48.66
$12,748.92
262.00
$12,748.92
169
PCCP FOR APPROACHES, 61N.
SYS
59
$60.95
$3,596.05
59.00
$3,596.05
170
MAILBOX ASSEMBLY, TRIPLE
EACH
1
$225.00
$225.00
1.00
$225.00
171
GEOTEXTILES
SYS
1,140
1 $0.99
$1,128.60
1,140.00
$1,128.60
172
RIPRAP, CLASS 1
TON
1,070
$46.35
$49,594.50
1,070.00
$49,594.50
173
RIPRAP, REVETMENT
TON
260
$23.16
$6,021.60
260.00
$6,021.60
174
RIPRAP, UNIFORM HAND LAID)
TON
4
$95.96
$383.84
4.00
$383.84
175
MOBILIZATION AND DEMOBILIZATION FOR SEEDING
EACH
2
$50.00
$100.00
2.00
$100.00
176
EROSION CONTROL BLANKET
SYS
1,375
$1.17
$1,608.75
1,375.00
$1,608.75
177
WATER
M.G.
25
$1.00
$25.00
25.00
525.00
178
TOPSOIL
CYS
1,169
$45.64
$53,353.16
1,169.00
$53,353.16
179
SODDING, NURSERY
SYS
1 3,540
1 $3.25
1 $11,505.00
3,540.00
$11,505.00
Paae 5 of 5
SPRING MILL ROAD RECONSTRUCTION
CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07
Change Order #4 - Quantity Adjustments
ITEM NO.
DESCRIPTION
UNIT
Original
Quantity
UNIT PRICE
Original Total Construction Construction
Change 41 Qtys. Change p2 Drys.
New Total
Quantity
New Total Dollar
Amount
180
CONCRETE, CLASS, A
CYS
17
$252.59
$4,294.03
17.00
$4,294.03
181
241N. SDR 11 HDPE WATER MAIN
LFT
176
$305.36
$53,743.36
176.00
$53,743.36
182
1A
201N. RESTRAINED JOINT DUCTILE IRON
LFT
25
$724.08
$18,102.00
25.00
$18,102.00
183
20" LINE STOP
EACH
2
$17,268.55
$34,537.10
2.00
$34,537.10
184
201N. CONNECTION
EACH
2
$6,202.22
$12,404.44
2.00
$12,404.44
185
REMOVE, REPLACE AND RELOCATE FIRE HYDRANT
REMOVE,
EACH
1
$5,261.37
$5,261.37
1.00
$5,261.37
186
BOX TO GRADE
EACH
3
$468.43
$1,405.29
3.00
$1,405.29
187
PIPE, TYPE 4, CIRCULAR, 61N.
LFT
2,274
$4.75
$10,801.50
2,274.00
$10,801.50
188
PIPE, UNDERDRAIN, OUTLET 6 IN.
LFT
191
$14.50
$2,769.50
191.00
$2,769.50
189
PIPE, TYPE 2, CIRCULAR, 12 IN.
LFT
642
$42.68
$27,400.56
642.00
$27,400.56
190
PIPE, TYPE 2, CIRCULAR, 151N.
LFT
15
$235.30
$3,529.50
15.00
$3,529.50
191
VIDEO INSPECTION FOR PIPE
LFT
65S
$2.39
$1,565.45
655.00
$1,565.45
192
PIPE END SECTION, DIAMETER 12 IN.
EACH
1
$873.58
$873.58
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 UNDFRDRAINS
CYS
94
$50.00
$4,700.00
94.00
$4,700.00
195
GEOTEXTILES FOR UNDERDRAIN
SYS
1,076
$2.40
$2,582.40
1,076.00
$2,582.40
196
YARD LIGHTS, ADJUST TO GRADE
EACH
7
$250.00
$1,750.00
7.00
$1,750.00
197
CASTING, ADJUST TO GRADE
EACH
6
$866.87
$5,201.22
6.00
$5,201.22
198
INLET, E7
EACH
1
$1,881.90
$1,881.90
1.00
$1,881.90
199
INLET, M30
EACH
9
$2,448.81
$22,039.29
9.00
$22,039.29
200
PIPE CATCH BASIN, SB IN.
EACH
1
$1,314.06
$1,314.06
1.00
$1,314.06
201
MANHOLE, C4
EACH
3
$2,951.74
$8,855.22
3.00
$8,855.22
202
INLET, AR
EACH
3
$2,186.40
$6,559.20
3.00
$6,559.20
203
REINFORCED CONCRETE ARCH (MIN AREA 105.0
SFT.)
LFT
64
$3,216.76
$205,872.64
64.00
$205,872.64
204
DETOUR ROUTE MARKER ASSEMBLY
EACH
19
$146.00
$2,774.00
19.00
$2,774.00
205
CONSTRUCTION SIGN, A
EACH
17
$244.00
$4,149.00
17.00
$4,148.00
206
CONSTRUCTION SIGN, B
EACH
2
$105.00
$210.00
2.00
$210.00
207
BARRICADE, III -B
LFT
50
$30.00
$1,500.00
50.00
$1,500.00
208
SIGN POST, SQUARE TYPE 1 REINFORCED ANCHOR
BASE
LFT
81
$14.00
$1,134.00
81.00
$1,134.00
209
SIGN GROUND MOUNTED RESET
EACH
8
$20.00
$160.00
8.00
$160.00
210
LINE, THERMOPLASTIC, SOLID, WHITE, 41N.
LFT
209
$0.73
$152.57
209.00
$152.57
211
LINE, THERMOPLASTIC, SOLID, YELLOW, 41N.
LFT
2,073
$0.73
$1,513.29
2,073.00
$1,513.29
212
TRANSVERSE MARKING, THERMOPLASTIC, STOP
LINE, WHITE, 241N.
LFT
15
$5.65
$84.75
15.00
$84.75
213
TRANSVERSE MARKING, THERMOPLASTIC,
CROSSWALK LINE, WHITE, 61N.
LFT
103
$1.40
$144.20
103.00
$144.20
214
PAVEMENT MESSAGE MARKING, THERMOPLASTIC
LANE INDICATION ARROW
EACH
1
$109.00
$109.00
1.00
$109.00
215
PAVEMENT MESSAGE MARKING, THERMOPLASTIC
ONLY
EACH
1
$147.00
$147.00
1.00
$147.00
216
REVISED PEDESTRIAN HANDRAIL - per Change Order
#4
LFT
0
$312.95
$0.00
58.00
$18,151.10
217
CANCELLATION CHARGE (Original Handrail Design) -
per Change Order #4
LS
0
$465.00
$0.00
1.00
$465.00
= Adjusted Quantities (as of this Change Order)
= New Items
ORIGINAL TOTAL=
$8,592,091.16
NEW TOTAL=
$8,763,253.66