HomeMy WebLinkAboutRieth-Riley Construction/Eng/CO #4/46,996.32/); 96th and Keystone Parkway - Project #16-ENG-05City of Carmel Project 16 -ENG -05
96th Street and Keystone Parkway
FAYRO
CHANGE ORDER # 04 °tet
This purpose of this change order is to compensate the Contractor for the relocation of an unknown private sanitary sewer
force main. The repairs are summarized and the documentation of the time and materials required to repair each location is
provided.
Work covered in this change order includes the relocation of the private force main adjacent to the newly constructed box
culvert on the north side of 96th Street, east of Keystone Parkway. The crew and equipment that were provided for these
repairs were found to be appropriate to the tasks being performed. The total cost for this work was $46,996.32 or 994 LFT at
$47.28 per foot. The work was completed simultaneously with the installation of the box culvert. A contract time adjustment
may be required but will be discussed at a later date.
Contract Price prior to this Change Order $28,822,325.47
Contract Price will be increased/decreased by this Change Order $46,996.32
New Contract Price including this Change Order $28,869,321.79
Amount
Adjusted Contract
Price
Cumulative % Change
from Original Contract
Original Contract
$28,793,000.00
$28,793,000.00
N/A
CO 01
$25,843.67
$28,818,843.67
0.09%
CO 02
$3,481.80
$28,822,325.47
0.10%
CO 03
$0.00
$28,822,325.47
0.10%
CO 04
$46,996.32
$28,869,321.79
0.26%
CITY OF CARMEL
TO: CONTRACT CHANGE ORDER NO.: 4
DATE: 10/18/2018
PROJECT NAME: 16 -ENG -05
CITY REQ. NO.:
CITY PO NO.:
CITY PO DATE:
I. You are directed to make the following changes in this Contract:
This purpose of this change order is to compensate the Contractor for the relocation of an unknown private sanitary
sewer force main. The repairs arc summarized and the documentation of the time and materials required to repair each
location is provided.
Work covered in this change order includes the relocation of the private force main adjacent to the newly constructed
box culvert on the north side of 96th Street, east of Keystone Parkway. The crew and equipment that were provided for
these repairs were found to be appropriate to the tasks being performed. The total cost for this work was $46,996.32 or
994 LFT at $47.28 per foot. The work was completed simultaneously with the installation of the box culvert. A contract
time adjustment may be required but will be discussed at a later date.
SCHEDULED ADJUSTMENT
ITEM AMOUNT (+) OR (-) DAYS
338 $46,996.32
II. The following referenced Documents further describe the changes outlined in Paragraph I, and
are to be considered a part of this Change Order: R.F.P.: W.D.C. No.:
Other:
The changes result in the following adjustment of Contract Price and Contract Time:
Contract Price prior to this Change Order S 28,822,325.47
Contract Price will be increased/decreased by this Change Order S 46,996.32
New Contract Price including this Change Order S 28,869,321.79
Contract Time Prior to this Change Order Days 5/31/2019 Completion Date
Net increased/decreased resulting from this Change Or& 0 Days
Current Contract Time including this Change Ord Days 5/31/2019 Completion Date
This Change Order is for full and final settlement of all direct, indirect, impact costs and time extension;
incurred at any time resulting from the performance of the changed work.
The Above Changes Are The Above Changes Are
Recommended Accepted:
American Structurepoint Inc. Rieth-Riley Construction Co, Inc
ENGINEER CONTRACTOR
7260 Shadeland Station Indianapolis, IN
Address Addy
Indianapolis, IN 4626 Indiarfapolis, 11
City/State/Zip City/State/Zip
Version 2016-08-31 AR -6
Approved:
Jere Kdshmaif, PE, Cilt
Meer
BX. By:
XA
Phone: ( 7) - 63 Phone: (317) 518-2500
auleyCC
Treasurer
Date: ��'�� l.8 Date: Date: // 2
Version 2016-08-31 AR -6
0 STRUCTUREPOINT American Structurepoint, Inc.
■ Change Order Details
96th Street and Keystone Parkway
Description:
16 -ENG -05
Construction of a roundabout interchange at the
intersection of 96th Street and Keystone Parkway,
including the reconstruction of Keystone Parkway
from I-465 to 98th Street, and reconstruction of 96th
Street from Haverstick Road to Enterprise Drive.
The Project includes new construction of a twospan
bridge over 96th Street.
Change Order:
4 Date Created: 10/18/2018
Status:
Pending Approval Date Approved:
Type:
Changed Conditions
Summary:
Private Sanitary Force Main Relocation
Change Order Description:
This purpose of this change order is to compensate the Contractor for the
relocation of an unknown private sanitary sewer force main. The repairs are
summarized and the documentation of the time and materials required to
repair each location is provided.
Work covered in this change order includes the relocation of the private force
main adjacent to the newly constructed box culvert on the north side of 96th
Street, east of Keystone Parkway. The crew and equipment that were provided
for these repairs were found to be appropriate to the tasks being performed.
The total cost for this work was $46,996.32 or 994 LFT at $47.28 per foot. The
work was completed simultaneously with the installation of the box culvert. A
contract time adjustment may be required but will be discussed at a later date.
Awarded Project Amount:
$28,793,000.00
Authorized Project Amount:
$28,822,325.47
Change Order Amount:
$46,996.32
Revised Project Amount:
$28,869,321.79
New Items
Line Number Item
Unit Pending Quantity Unit Price Dollar Amount
Section: 1 - 801-08400
3380 715-05711
LFT 994.00 $47.280 $46,996.32
PIPE SANITARY SEWER 6 IN
Reason: Private Force Main, Relocate
(1 Item)
Total: +$46,996.32
Change Order Details: 96th Street and Keystone Page 1 of 2 10/18/2018
Parkway
Attachments
Name
CO 04 attachment.pdf
T&M and correlating emails
(1 Attachment)
Recommended for Processing:
Resident Proiect
Owner
sentative
Change Order Details: 96th Street and Keystone
Parkway
is
Date
M.-
7—
Date Date
Date
Page 2 of 2 10/18/2018
1ETHM?1L
July 2nd , 2018
Tim Conarroe
CONSTRUCTION CO., INC.
100% Quality • 100% Employee Owned • Over 100 Years
Area Supervisor, Construction Solutions Sent Via Email: TConarroe@structurepoint.com
American Structurepoint Inc.
7260 Shadeland Station
Indianapolis, IN 46256
RE: 16 -ENG -05 96th and Keystone— Private Forcemain Relocation Options
Tim,
The following is the pricing for two relocation options of the private forcemain that starts at the
old Burger King and runs east down 96th St.
The first option is to bore a new 4" line from the lift station at BK to a gravity manhole located
at the NE corner of Day Dr. and 96th St. This pricing is based on the details that were provided
by CTRWD. The second option is to relocate the existing forcemain with new pipe along the side
of the box culvert that runs down 96th St., east of the Keystone intersection. This option would
be made operational at the end of every shift. The following is the pricing for the two options
mentioned above:
DESCRIPTION
QTY
UNIT
UNIT COST
TOTALS
Option 1: Bore 4" FM to Gravity Manhole
150
LFT
$ 165.44
$ 24,815.70
Option 2: Lay New 6" FM along Box
Culvert
1000
LFT
$ 47.28
$47,275.09
*Note, QTY's are approximate and may vary.
P.O. Box 276 •1751 W. Minnesota St. • Indianapolis, IN 46206
Phone: (317) 634-5561 • www.rieth-riley.com
IETHIL�LLEY CONSTRUCTION CO., INC.
100% Quality • 100% Employee Owned • Over 100 Years
EXCLUSIONS
Option 1:
• Shutdown of lift station pumps for relocation/connection operations
• Fluid Waste Services to vac and haul waste from lift station
• Midwest Mole pricing included bore of 70LFT and poly for 150LFT. Pricing Subject to
change based on QTY's
Option 2:
• Shutdown of lift station pumps for daily operations.
• Fluid Waste services to vac and haul waste from lift station. (may not be required based
on flow rates and if the system is put back into service nightly).
Thanks,
2yler jesepA
Tyler Joseph
Project Manager
Rieth-Riley Construction Co., Inc.
Cell: (419)-966-4890
P.O. Box 276 •1751 W. Minnesota St. • Indianapolis, IN 46206
Phone: (317) 634-5561 • www.rieth-riley.com
RIETH-RILEY CONSTRUCTION
EXTRA WORK AGREEMENT
DATE: 7/2/18 Work Performed: 4" FM to Gravity Manhole
CONTRACT: 16 -ENG -05 PROJECT: 96th and Keystone
FORCE ACCOUNT/EXTRA WORK FOR: Boring new 4" Sanitary Forcemain and Attatch to Gravity Manhole at NE Corner of
Day Drive and 96th St. SEE PROPOSAL COVER for EXCLUSIONS.
LABOR 109.05 (b)(1)
HrH1RS
EMPLOYEE
Regular Overtime Doubletime TOTAL
RATE
EXTENSION
CARPENTER
0.00
$27.51
$0.00
CARPENTER FOREMAN
0.00
$29.01
$0.00
COMBINATION
0.00
$30.51
$0.00
FINISHER
0.00
$26.22
$0.00
FOREMAN
0.00
$35.80
$0.00
LABORER
0.00
$25.22
$0.00
MECHANIC
0.00
$35.80
$0.00
OPERATOR (103)
0.00
$34.80
$0.00
OPERATOR (841)
0.00
$33.25
$0.00
OPERATOR OILER (103)
0.00
$30.66
$0.00
QA TECH
0.00
$25.22
$0.00
SUPERINTENDENT/PROJECT MANAGER
0.00
$44.80
$0.00
TEAMSTER
0.00
$28.41
$0.00
FRINGES
TOTAL LABOR $0.00 (2)
FICA % x LINE (2) $0.00 (3)
EMPLOYEE
HOURS
LINE (2)
RATEEXTENSION
% X
CARPENTER
0.00
X
$22.32 =
$0.00
CARPENTER FOREMAN
0.00
X
$22.32 =
$0.00
COMBINATION
0.00
X
$15.16 =
$0.00
FINISHER
0.00
X
$15.16 =
$0.00
FOREMAN
0.00
X
$18.41 =
$0.00
LABORER
0.00
X
$15.16 =
$0.00
MECHANIC
0.00
X
$18.41 =
$0.00
OPERATOR (103)
0.00
X
$18.41 =
$0.00
OPERATOR (841)
0.00
X
$21.36 =
$0.00
OPERATOR OILER (103)
0.00
X
$17.66 =
$0.00
QA TECH
0.00
X
$15.16 =
SUPERINTENDENT/PROJECT MA
0.00
x
$18.41 =
j$$000000
TEAMSTER
0.00
x
$14.91 =
TOTAL FRINGES
WORKERS COMPENSATION5t<
% X
LINE (2)
BODILY INJURY / PROPERTY DAMAGE INSURANCE J�.
% X
LINE (2)
STATE UNEMPLOYMENT i8
% X
LINE (2)
FEDERAL UNEMPLOYMENT
% X
LINE (2)
TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE 93)
TOTAL LINES 2, 3, 4, 5, 6, 7, 8 & 9
20 % x LINE (10)
GRAND TOTAL LABOR LINES (10) + (11)
Page 1 of 2
$0.00 (4)
$0.00 (5)
$0.00 (6)
$0.00 (7)
$0.00 (8)
$0.00 (9)
$0.00(10)
$0.00 (11)
$0.00(12)
MATERIAL 109.05 (b)(3)
Purchased or
Manufactured Description Quantity Unit Unit Pnce
Extenstion
EXTENSION
(25)
$0.00
$0.00
S
$
$0.00
(28)
$0.00
$0.00
$
$
MATERIALS PURCHASED
MATERIALS MANUFACTURED
TOTAL: LINE (18)+(19)
12 % x LINE (20)
GRAND TOTAL FOR MATERIALS: LINE (20) + (21)
EQUIPMENT 109.05 (b)(4)
$0.00 (18)
$0.00 (19)
$0.00 (20)
$0.00 (21)
$0.00 (22)
Equipment # CONTRACTOR OWNED EQUIPMENT
FHWA HOURLY RATE HOURS
EXTENSION
(25)
$0.00
$0.00
$0.00
$0.00
$0.00
(28)
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
50.00
$0.00
Trucking - Striaght Time
$0.00
$0.00
Trucking - Over Time
$0.00
$0.00
Trucking - Double Time
$0.00
$0.00
SUBCONTRACTORS 109.05 (b)(6)
DESCRIPTION
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)
$0.00 (23)
$0.00
(24)
$0.00
(25)
$0.00
(26)
$0.00
(27)
$0.00
(28)
TOTAL SUBCONTRACT WEEK ENDING $22,831.75 (29)
10 %x LINE (30) $3,000.00 OR LESS $300.00 (31)
7 %x UNE (30) OVER $3,000.00 $1,388.22 (32)
GRAND TOTAL FOR SUBCONTRACTORS: LINES (30) + (31) + (32) $24,519.97 (33)
TOTAL OF WORK COMPLETED FOR THE WEEK
TOTAL LINES (12), (17), (22), (28) 8 (33) $24,519.97 (34)
% OF BOND RATE BASED UPON LINE (34) $269.72 (35)
10 % x LINE (35) $26.97 (36)
TOTAL EXTRA WORK LINES: (34) + (35) + (36) $24,816.66 (37)
Page 2 of 2
RIETH-RILEY CONSTRUCTION
EXTRA WORK AGREEMENT
DATE: 7/2/18 Work Performed: Lay new 6" Sanitary Forcemain Along 96th St Box Culvert
CONTRACT: 16 -ENG -05 PROJECT: 96th and Keystone
FORCE ACCOUNT/EXTRA WORK FOR: Lay new 6" Sanitary Forcemain Along 96th St Box Culvert.
SEE PROPOSAL COVER for EXCLUSIONS
LABOR 109.05 (b)(1)
HOURS
EMPLOYEE
Regular Overtime Doubletime TOTAL
RATE
EXTENSION
CARPENTER
0.00
$27.51
$0.00
CARPENTER FOREMAN
0.00
$29.01
$0.00
COMBINATION
0.00
$30.51
$0.00
FINISHER
0.00
$26.22
$0.00
FOREMAN
0.00
$35.80
$0.00
LABORER
0.00
$25.22
$0.00
MECHANIC
0.00
$35.80
$0.00
OPERATOR (103)
0.00
$34.80
$0.00
OPERATOR (841)
0.00
$33.25
$0.00
OPERATOR OILER (103)
0.00
$30.661
$0.00
QA TECH
0.00
$25.22
$0.00
SUPERINTENDENT/PROJECT MANAGER
0.00
$44.80
$0.00
TEAMSTER
0.00
$28.41
$0.00
FRINGES
TOTAL LABOR $0.00 (2)
FICA ;a % x LINE (2) $0.00 (3)
EMPLOYEE
HOURS
LINE (2)
RATE
EXTENSION
CARPENTER
0.00
X
$22.32 =
$700
CARPENTER FOREMAN
0.00
X
$22.32 =
$0.00
COMBINATION
0.00
X
$15.16 =
$0.00
FINISHER
0.00
x
$15.16 =
$0.00
FOREMAN
0.00
X
$18.41 =
$0.00
LABORER
0.00
X
$15.16 =
$0.00
MECHANIC
0.00
X
$18.41 =
$0.00
OPERATOR (103)
0.00
X
$18.41 =
$0.00
OPERATOR (841)
0.00
X
$21.36 =
$0.00
OPERATOR OILER (103)
0.00
X
$17.66 =
$0.00
QATECH
0.00
X
$15.161
$0.00
SUPERINTENDENT/PROJECT MA
0.00 1
X 1
$18.411
$0.00
TEAMSTER 1
0.00 1
X 1
$14.91 =
$0.00
TOTAL FRINGES $0.00 (4)
WORKERS COMPENSATION
% X
LINE (2)
$0.00 (5)
BODILY INJURY / PROPERTY DAMAGE INSURANCE
-i % X
LINE (2)
$0.00 (6)
STATE UNEMPLOYMENT
$ ;" % X
LINE (2)
$0.00 (7)
FEDERAL UNEMPLOYMENT
% X
LINE (2)
$0.00 (8)
TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3) $0.00 (9)
TOTAL LINES 2, 3, 4, 5, 6, 7, 8 8,9 $0.00(10)
20 %x LINE (10) $0.00(11)
GRAND TOTAL LABOR LINES (10) + (11) $0.00(12)
Page 1 of 2
MATERIAL 109.05 (b)(3)
Purchased or
Manufactured Description Quantity Unit Unit Price
Extenstion
S
$
$
$
S
$
b
$
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)
$0.00 (18)
$0.00 (19)
$0.00 (20)
$0.00 (21)
$0.00 (22)
Equipment# CONTRACTOR OWNED EQUIPMENT
FHWA HOURLY RATE HOURS
EXTENSION
TOTAL TRUCKING
$0.00
$0.00
FUEL, LUBRICANTS AND TRANSPORTATION COSTS
$0.00
$0.00
TOTAL LINES (23) + (24) + (25)
$0.00
$0.00
12 % x LINE (26)
$0.00
$0.00
GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27)
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
Trucking - Striaght Time
$0.00
$0.00
Trucking - Over Time
$0.00
$0.00
Trucking - Double Time
$0.00
$0.00
SUBCONTRACTORS 109.05 (61(61
TOTAL EQUIPMENT
$0.00
(23)
TOTAL TRUCKING
$0.00
(24)
FUEL, LUBRICANTS AND TRANSPORTATION COSTS
$0.00
(25)
TOTAL LINES (23) + (24) + (25)
$0.00
(26)
12 % x LINE (26)
$0.00
(27)
GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27)
$0.00
(28)
AMOUNT
$43
TOTAL SUBCONTRACT WEEK ENDING $43,570.00 (29)
10 % x LINE (30) $3,000.00 OR LESS $300.00 (31)
7 % x LINE (30) OVER $3,000.00 $2,839.90 (32)
GRAND TOTAL FOR SUBCONTRACTORS: LINES (30) + (31) + (32) $46,709.90 (33)
TOTAL OF WORK COMPLETED FOR THE WEEK
TOTAL LINES (12), (17), (22), (28) 8 (33) $46,709.90 (34)
PAR"M OF BOND RATE BASED UPON LINE (34) $513.81 (35)
10 % x LINE (35) $51.38 (36)
TOTAL EXTRA WORK LINES: (34) + (35) + (36) $47,275.09 (37)
Page 2 of 2
,& RADEX
FAMILY OWNED SINCE 1973
96TH & KEYSTONE 16 -ENG -05
6/29/2018
11:11 AM
Description
Quantit Units Labor Total
Equipment Total
Materials Total
Subs Total
LAY NEW 6" SANITARY FORCEMAIN ALONG 96TH ST BOX CULVERT
1,000.00 LF $ 15,860.22
$ 10,980.00
$ 10,926.00
Sales Tax
0% $
Allowable Mark-up
10% $
Allowable Mark-up
20% $ 3,172.04
12% $ 1,317.60
12% $ 1,311.12
7% $
Subtotal
$ 19,032.26
$ 12,297.60
$ 12,237.12
$
�4357
Total Unit Price
$
EXCLUSIONS:
Shut down of lift station pumps for daily operation
Fluid Waste services to vac and haul waste from lift station (should not be needed if flow rates are accurate and system is put back in service nightly)
1oft
q^J
GrJYDE Ir
FAMILY OWNED SINCE 1973
96TH & KEYSTONE 16 -ENG -05
7/2/2018
11:07 AM
Description
CLuantity Units Labor Total
Equipment Total
Materials Total
Subs Total
BORE NEW 4" SANITARY FORCEMAIN AND ATTACH TO GRAVITY MANHOLE
150.00 LF $ 4,405.63
$ 3,050.00
$ 449.55
$ 12,650.00
Sales Tax
0% $ -
Allowable Mark-up
10% $ 300.00
Allowable Mark-up
20% $ 881.13
12% $ 366.00
12% $ 53.95
7% $ 675.50
Subtotal
$ 5,286.76
$ 3,416.00
$ 503.50
$ 13,625.50
Total Unit Price
$ 152.21
EXCLUSIONS:
Shut down of lift station pumps for relocation/connection operations
Fluid Waste services to vac and haul waste from lift station (should not be needed if flow rates are accurate and system is put back in service nightly)
Midwest Mole pricing included bore of 70 LFT and poly for 150 LFT. Pricing subject to change if quantities increased.
loft
BID PROPOSAL
TO: Bidders RE: 96th & Keystone
Indianapolis, IN
ATTN: Estimators DATE: June 30, 2018
Midwest Mole will furnish material (4" HDPE only) labor, supervision and equipment to install the following:
ITEM 1: 70 L.F. of 4" HDPE drilled in place for a force main.
BID PRICE: $ 12,150.00 Lump Sum
NOTE 1: Above bid price includes providing, drilling, pulling and fusing of the 4" HDPE; locate utilities
that cross the path of the bore and collection and disposal of the drilling spoils ONLY.
Others are responsible for excavating the entry and exit pits; making all connections;
testing, chlorinating and flushing (if necessary); all restoration; etc.
NOTE 2: Above bid price includes providing a total of 150 LF of 4" HDPE to allow for others to
connect to each structure. Final quantities to be determined by survey, by others
NOTE 3: Pricing is based upon information provided at bid time. If specifications vary from proposal
or intent of proposal, pricing may be revised.
NOTE 4: Our standard insurance certificate (general liability) will be furnished if requested. If
builders' risk, OCP, pollution control, errors and omissions are required, R.R. protective,
additional costs will be required.
Special Provisions:
Use 1.5% of total contract, if Midwest Mole is to supply a bond.
PROVISIONS: Others than Midwest Mole will be responsible for:
1. Providing line and grade stakes, permits, inspection fees, traffic control, access for rubber -tired
vehicles, flagmen, barrier walls.
2. Excavation of an OSHA safe, sheeted and shored, reasonably dry receiving pit and main pit. Pit
location to be clear of overhead utility lines to allow for safe crane or excavator operations.
3. Relocating (if required) existing structures and utilities. Midwest Mole, Inc. will not be responsible
for damaging underground utilities due to the fault of others.
4. Trucking and removal of spoils away from pit side and backfill and restoration of pits.
5. Flood control, water diversion, and all storm water maintenance.
6. Clearing, grubbing, all tree removal and replacement, and all landscaping requirements.
7. All asphalt, concrete, sidewalk, and curb removal and replacement.
8. All settlement monitoring and ground stabilization that may be required.
9. All temporary and permanent fencing requirements, all haul roads construction and maintenance
including dust control.
10. All sediment and erosion control measures.
6614 W. 350 N. • Greenfield, IN 46140
PHONE: 317.545.1335 • FAX: 317,545.1558
SAFETY FIRST. DUALITY SECOND. PRODUCTION THIRD,
www.mlldwestmole.com
11. Midwest Mole to furnish a site specific safety plan and competent person for our work only. Others
to provide a total job safety plan, full time safety director, and additional safety measures as
required for total project
12. All bypass pumping requirement on the project.
13. No sales tax has been included on materials for this project, pricing to be revised if required.
14. All necessary cathodic protection for casing or carrier pipes, furnish and install.
Price is based on soft ground and non -rock conditions. Stand-by crew rate to be time and material for
delays beyond control of Midwest Mole. (i.e. pit not ready, line and grade staking not established,
obstructions, rock, floaters, boulders, non-borable ground, contaminated/impacted/hazardous air, water, or
soils, wet/non dewaterable running or flowing material)
Price is based on one move -in. Add $1,000.00 for each additional move -in.
TERMS: Net 30 days. Any retainage held on estimates due in full 50 days after completion of our
portion of work. Past due accounts bear 1-1/2% interest per month. Midwest Mole to be
reimbursed for all costs and expenses including reasonable attorney's fees for collection
of past due accounts.
This proposal expires 30 days from date of proposal. SUBMITTED BY
BY:
TITLE:
96th & Keystone- Indianapolis, IN
MIDWEST MOLE, INC.
(G,-- 6, f__e .-a_t
Ryan Barkdull
Estimator
6814 W. 350 N. • Greenfield. IN 46140
111NE 317.545.1335 • FAX'317.545.1558
SAFETY FIRST. QUALITY SECOND. PRODUCTION THIRD.
www.midwestmole.com
From: Ocia. Chri
To: Conarroe. Tim
Subject: RE: Private Sanitary Forcemain Relocation
Date: Tuesday, July 10, 2018 3:58:30 PM
Attachments: image001.ona
...cut'm loose. Thanks.
Chris Ogg, PE
Assistant City Engineer
"rmei tng ni eering vepartment
One Civic Square
Carmel IN, 46032
O: 317.571.2436
C: 317.945.7777
cogg(@carmeIJn.aov
bA Please consider the environrnent before hriatin", this e-mail
From: Conarroe, Tim[mailto:TConarroe@structurepoint.com]
Sent: Tuesday, July 10, 2018 3:55 PM
To: Ogg, Chris
Subject: FW: Private Sanitary Forcemain Relocation
Chris,
Before I respond to Mark Wilson, are we in agreement with the new unit price of $47.28/LFT to
complete this work. I looked through some of the INDOT Unit Price History this afternoon and this
price does not seem out of line to me. Considering the time involved with making connections at the
beginning and end of the day, I am OK with this price. If you are OK with this, I will let Mark know
that they can proceed with installation of the Box Culvert.
Tim Conarroe
From: Mark Wilson [mailto:mwilsonPgradexinc.com]
Sent: Tuesday, July 10, 2018 2:40 PM
To: Conarroe, Tim <TConarroeC@structurepoint.com>
Cc: Tyler Joseph <tioseph(@rieth-riley.com>; Eric Holmes <eholmesr@rieth-riley.com>; Chris Ogg
<cogg(@carmel.in.g_ov>
Subject: RE: Private Sanitary Forcemain Relocation
Tim,
Per our conversation today on site, can you please send confirmation that we are approved to
proceed with work on the box culverts in 96th Street. Since TriCo would not allow the temporary
connection to their existing gravity manhole at Day Drive, we are only left with the option of laying a
new sanitary line adjacent to the boxes as we install them, and reactivate the system at the end of
every shift. Thanks.
Mark Wilson
Project Manager
AGRADEX
FAMILY D51N
12900 N Meridian St, Suite 120
Carmel, IN 46032
317-573-3970
317-573-3979 (fax)
317-220-3437 (mobile)
From: Mark Wilson
Sent: Thursday, July 5, 2018 7:59 AM
To: Tim Conarroe (tconarroe(@structurepo int.com)<tconarroe(@structurepoint.corn>
Cc: 'Tyler Joseph' <tioseph(@rieth-riley.com>
Subject: Private Sanitary Forcemain Relocation
Tim,
Please find attached requested backup for the 2 options for relocating the private sanitary
forcemain. This shows how Gradex estimated the costs involved in greater detail.
Mark Wilson
Project Manager
G X
FAMILY G SIN
12900 N Meridian St, Suite 120
Carmel, IN 46032
317-573-3970
317-573-3979 (fax)
317-220-3437 (mobile)
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EL!LIHILLEY CoNsTRucTioN Co. INc.
100% Quality • 100% Employee Owned • Over 100 Years
, f7 /ndlartapolis; IN "!t6�06 ° Tel (317)634-5561 'flax (:IV 631,6423
Progress Estin
Sold To: The City of Carmel Customer No.:
Job Number:
Invoice Numb(
Date:
Period Covere
Terms:
Job: 96th and Keystone
CONTRACTOR'S INVOICE
1 Original Contract Sum $46,996.32
2 Net change by Change Orders $0.00
3 Contract Sum to Date (line 1 + line 2) $46,996.32
4 Total Contract Completed to Date $46,996.32
5 Deductions: 0.00 % Retainage: $0.00
6 Total Earned Less Deductions (line 4 - line 5) $46,996.32
7 Less Previous Billings $0.00
8 Invoice Amount Due (line 6 - line 7) $46,996.32
A service charge of 1-1t2% per month (18% annual rate) wlll be made on all account balances not paid, according to the terms stated.
Office Use Only (Current Estlmate Totals): change order summary
Total Estimate $46,996.32 Change Chen approved on prevloua estbnates by Owner $0.00
Retslns
ge $0.00 Approves lhU Estimate $0.00
Ourran payment oue $46,996.32 Total Net Change by Change Orders $0.00
CONSTRUCTION CO., INC,
100•% Quality
P.O. Box 276, Indianapolis, IN 46206 Tel.: (317)634-5561 Fax: (317)631-6423
Sold To: The City of Carmel
Job: 96th and Keystone
100% Employee Owned • Over 100 Years
Progress Estimate #: 1
Customer #. 194706
Invoice #: 1
Date: 8.27.18
Period Covered. 7.1.18
RFrH-rcFv
- '10�
ThisEs_ ti temate
Job to Date:
Original Plan C"nga Order
-"
- - -
Item No. - Rom Deso¢ption Quantity Quantlty ':. Total Quantity Units S Per Unit
Enter Units . Total S
Units. to Data ;: -. $ to Data
96TH and Keystone 0.000 0.000 0.000 0.000 0.00
0.000 0.00
0.000 0.00
EWA 6 IN Private Forcemain
0 Relocation 994.000 0.000 994.000 LF 47.28
994.000 46.996.32
994.000 46,996.32
Total: 46,996.32
46,996.32
Deductions: C.D01
0.00
13alance: 46,996.321
46,996.32