HomeMy WebLinkAboutRieth-Riley Construction Co., Inc./Eng/CO #10/71,330.10/Gray Road 136th & 126th RABs – Project #16-ENG-54 & 16-ENG-16City of Carmel Projects 16 -ENG -54 & 16 -
ENG -16
136th Street and Gray Road and 126th St
RAB �QRo�c
CHANGE ORDER #10
Foreseen and unforeseen Carmel Water Utility changes due to field conditions.
Contract Price prior to this Change Order $3,329,780.78
---------------------------------------------------------------------------------
Contract Price will be increased by this Change Order $71,330.10
--------------------------------------------------------------------------------------------
New Contract Price including this Change Order $3,401,110.88
Amount
Adjusted Contract
Price
Cumulative % Change
from Original Contract
Original Contract
$3,205,200.00
$3,205,200.00
N/A
CO1
$87,364.65
$3,292,564.65
2.73%
CO2
$14,870.68
$3,307,435.33
3.19%
CO3
<$1,235.00>
$3,306,200.33
3.06%
C04
$3,865.00
$3,310,065.83
3.17%
C05
$7,710.42
$3,317,776.25
3.39%
C06
$10,346.71
$3,328,122.96
3.69%
C07
$6,810.30
$3,334,933.26
3.89%
C08
<$4,100.00>
$3,330,833.26
3.77%
C09
<$1,052.48>
$3,329,780.78
3.74%
C010
1 $71,330.10
$3,401,110.88
5.76%
CITY OF CARMEL
TO: Rieth Riley Construction Co. CONTRACT CHANGE ORDER NO.: 10
1751 W. Minnesota St. DATE: October 16, 2017
Indianapolis, IN 46221 PROJECT NAME: 126"' St and Gray Road Roundabout
136`h St and Grav Road Roundabout
GM Rd Culvert Replacement, Culvert 165
CITY P.O. NO.: 100148 and 100149
CITY P.O. DATE: March 1, 2017
I. You are directed to make the following changes in this Contract:
For Project 16 -ENG -16, 126`J' and Gray Rd Roundabout, PO #100149.
See attached for Descriptions
ITEM
UNIT
QUANTITY PRICE
AMOUNT
{+) / (-) DAYS
#128,
12" DI Water Main
Lowering
EACH
2.0
$11,500.00
$23,000.00
0
#132
Remove, Replace, Adjust
Fire Hydrant to Grade
EACH
1.0
$5,500.00
$5,500.00
0
#142E
Unforeseen 10" Water Main
Field Locating and
Engineering
LSUM
1.0
$12,198.47
$12,198.47
0
#143E
10" DI Water Main
Relocation
LFT
57.5
$371.42
$21,356.65
0
#144E
I" Irrigation Tap
LSUM
1.0
$9,274.98
$9,274.98
0
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.: N/A W.D.C.: N/A
The changes result in the following adjustment of Contract Price and Contract Time:
Contract Sum prior to this Change Order $3,329,780.78
Contract Sum will be increased/deefeased by this Change Order $71.330.10
New Contract Sum including this Change Order $3,401.110.88
Contract Time Prior to this Change Order 5/20/2017 Substantial Completion Date Days
6/20/2017 Final Completion Date Days
Net increased/decreased resulting from this Change Order 0 Days
Current Contract Time including this Change Order 5/20/2017 Substantial Completion Date Days
6/20/2017 Final Completion Date Days
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 perforniance of the changed work.
The Above Changes Are
Recommended:
DLZ Indiana, LLC,
Engineer
157 E. Maryland St.
Indianapolis, IN 46204
Phone
Date
The Above Changes Are
Accepted:
Rieth-Riley Construction
Company, Inc
1751 W. Minnesota St.
Indianapolis, IN 46221
Date l i�
Approved:
-N�fl'�5e�
J e Brainar ,Mayo
OL
Mary An/ Bur*, Member
Member
Jei y kaslulKan, PE, City
Engineer
ATTEST:
stine S. Pauley, Clerk
Treasurer
Date:
16 -ENG -16, 126th And Grey Road, Chanl4e Order #10
Description of Changes
Item #128, 12" DI Water Main Lowering — At Structures #120 and #116, it was discovered that
12" water main was in conflict with the planned storm sewer construction. At STR #116, there
was no conflict identified on the plans. At STR #120, it was thought that a lowering could be
avoided so that lowering was deleted on Change Order #8. It is now necessary to lower at this
location.
Item #132, Remove, Replace and Adjust Fire Hydrant to Grade - At the request of Carmel Water
Utility (CWU), a new fire hydrant was installed at STA 20+90, 30' LT.
Item #142E, Unforeseen 10" Water Main Field Locating and Engineering - CWU believed that a
10" DI water main was running north to south on Gray Road but had no information as to is
location or even if it existed. During storm sewer construction, it was found. It was also
necessary to determine if this main conflicted with other storm sewer structures in its path.
CWU was not able to do this investigation and subsequent engineering for conflicts on its own so
Rieth Riley was called upon to do this work and discovered other conflicts which need to be
resolved.
Item #143E, 10" DI Water Main Relocation — This is the item for the 10" water main identified
earlier in Item #142E. 57.5 LFT was necessary to be relocated to complete storm sewer
construction.
Item #144E, 1" Irrigation Tap — At the direction of City of Carmel Engineering, a tap to the
existing 12" water main is required for future irrigation of the circle.
PROJECT NO: 16 -ENG -16,16 -ENG -54.16 -SW -107
CONTRACTOR: Rielh Riley Construction Co.
INSPECTION CONSULTANT. DLZ Indiana
BID AMOUNT.
BID DATE.
$3,206,200.00
02/01/17
CONTRACT
FORESEEN
TOTAL
TOTAL
RUNNING
DESCRIPTION OF
DATE
NEW
% OF CHANCE
% OF CHANCE
CHANGE ORDER
OR
FORESEEN
UNFORESEEN
TOTAL OF
CHANGE ORDER
BOARD
CONTRACT
ORDER
ORDER
NUMBER
UNFORESEEN
AMOUNT
AMOUNT
CHANGE ORDERS
APPROVED
AMOUNT
FORESEEN
UNFORESEEN
Owner directed changes at
001
FORESEEN
$87,364.65
$87,364.65
Get_N_Go, Project 16 -SW-
05/17/17
$3,292,564.65
2.73%
107, PO# 100149
Replace 10" watermain
2
UNFORESEEN
$14,870.68
$102,235.33
relocation items with 12"
$3,307,435.33
0,46%
items, Project 16 -ENG -54,
POM 100148
Replace 3" steel galvanized
3
FORESEEN
<$1,235.00>
$101,000.33
pipe for electrical with 2"
$3,306,200.33
2.60%
steel galvanized pipe.
4
UNFORESEEN
$3,865.50
$104,86583
Compensation for Undercut
$3,310,065.83
0.57%
Areas
5
UNFORESEEN
$7,710.42
$112,576.25
Carmel Water Utility Field
$3,317,776.25
0.79%
Conditions and Additions
6
UNFORESEEN
$10,346.71
$122,922.96
Emergenry Field Repair of
$3,328,122.96
1.09°.6
8" Sanity Sewer
Change Subgrade Treatment
7
UNFORESEEN
$6,810.30
$129,733.26
from Lime to Cement, Project
$3,334,933.26
1.29%
16 -ENG -54
Replace Team Inserta
8
UNFORESEEN
<$4,100.00>
$125,633.26
Valves with EZ Valves
$3,330,833.26
1.17%
Project 16 -ENG -16
Additional Nursery Sodding,
9
FORESEEN
41,052.48>
$124,580.78
additional sod preparation,
$3,329.780.78
2.57%
Wildflower planting and final
quantity adjustments
Various unforeseen water
10
BOTH
$14,774.98
$56,555.12
$195,910.88
main issues and addition of
$3,401,110.88
2.94%
2.82%
Fire Hydrant and Irrigation
Tap.
$99,852.15 $95,058.73 $195,910.88 $3,4U1,11UAW Z.J/% Z.8Z-A
Original Bid Amount
$3,205,200.00
Total Change Order(s) Amount
$195,910.88
Total Foreseen Change Orders
$96,058.73
Total Unforeseen Change Orders
$99,852.15
Total % Change Orders vs. Bid Amt.
5.76
IETHj
October 12, 2017
ILEY CONSTRUCT/ON CO., INC.
100% Quality - 100% Employee Owned • Over 100 Years
Mike Smith SENT VIA ELECTRONIC MAIL ONLY:
D LZ
Construction Observer Manager m1smith6Ddlz.com
157 E. Maryland Street
Indianapolis, IN 46204
RE: Gray Road at 126`h Street RAB: City of Carmel Project No. 16 -ENG -16
Rieth-Riley Project No. 3200696
Dear Mr. Smith,
Below is a summary of the Time and Material efforts involved investigating the additional discovered
waterline that was not located or shown on drawings. The result of this investigation was the addition
of the 10" relocation item to the project.
Date
Description
Total
Locating the unmarked watermain with the entire crew after discovering additional
unmarked water line while attempting to install inlets. One one line was located and shown
on the plans and a second was discovered directly adjacent. This effort resulted in the
9/23/2017
9/25/2017 I
addtion of the 10" water main relocation.
Continued digging on 10" watermain to determine relocation limits and route
$8,826.08
$3,372.39
Total
$12,198.47
The total contract value adjustment amount requested for this work is $12,198.47
Please call with any questions.
Thanks
Lucas S. Clark
Project Manager
RIETH-RILEY CONSTRUCTION CO., INC.
cc: Gary Davis
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: 9/23/17 Work Performed:
CONTRACT: 3200695 PROJECT: 126 st @ Gray Road
FORCE ACCOUNT/EXTRA WORK FOR. Down time and locating unmarked watermain with the entire crew. Located water
at each inlet on the east side fo the north leg. Only one water main was shown on plans and located This was potholed in initial
RR Investigation. At time of inlet install a main was encoutered just offset of the one located. Spent day figuring out what is what.
LABOR 109.05 (b)(1)
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
$25.62
$0.00
Dewey Rambo
8.50
8.50
$34.05
$434.14
Dave Morrow
8.00
8.00
$22.62
$271.44
Cory Alexander
6.50
6.50
$22.62
$220.55
Steven Ben
8.00
8.00
$34.05
$408.60
Paul White
8.00
8.00
$34.05
$408.60
OPERATOR OILER (103)
0.00
0.00
$30.51
$0.00
OA TECH
0.00
0.00
$23.62
$0.00
SUPERINTENDENT/PROJECT MANAGER
4.00
4.00
$43.10
$258.60
TEAMSTER - Danna Collins
0.00
0.00
$27.91
$0.00
FRINGES
TOTALLABOR
FICA 7.50 % x LINE (2)
$2,001.92 (2)
$150.14 (3)
EMPLOYEE 1
HOURS
$94.09 (5)
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
Dewey Rambo
8.50
x
$17.76 =
$150.96
Dave Morrow
8.00
x
$13.96 =
$111.68
Cory Alexander
6.50
x
$13.96 =
$90.74
Steven Ben
8.00
x
$17.76 =
$142.08
Paul White
8.00
x
$17.76 =
$142.08
OPERATOR OILER (103)
0.00
X
$17.76 =
$0.00
QA TECH
0.00
x
$13.961
$0.00
SUPERINTENDENT/PROJECT MAN'A
4.00
X
$10.95 =
$43.80
TEAMSTER - Danna Collins
0.00
x
$14.911
$0.00
TOTAL FRINGES $681.34 (4)
WORKERS COMPENSATION 4.70 °/ X
LINE (2)
$94.09 (5)
BODILY INJURY / PROPERTY DAMAGE INSURANCE 0.00 % X
LINE (2)
$0.00 (6)
STATE UNEMPLOYMENT 3.85 % X
LINE (2)
$77,07 (7)
FEDERAL UNEMPLOYMENT 0.40 % X
LINE (2)
$8.01 (8)
TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE
#3)
$0.00 (9)
TOTAL LINES 2, 3, 4, 5, 6, 7, 8 & 9
$3,012.58 (10)
20 %x LINE (10)
$602.52 (11)
GRAND TOTAL LABOR LINES (10) + (11)
$3,615.09 (12)
Page 1 of 2
MATERIAL 109. 05 (b)(3)
Purchased or
Manufactured Description Quantity Unit Unit Price
Extensoon
P
S
S
S
5
S
5
S
$
5
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)
$0.00 (18)
$0.00 (19)
$0.00 (20)
$0.00 (21)
$0.00 (22)
Equipment # CONTRACTOR OWNED EQUIPMENT
FHWA HOURLY RATE
HOURS EXTENSION
11052 320 Excavator
S101.13
8.00 $809.04
11118 938 Loader
S69.49
8.00 $555.92
11564 314 Truck
513.50
8.50 $114.75
Badger Truck 1202 5.51 -IRS @ 225/HR
$1,237.50
$0.00
$100.00
S0.00
$0.00
$0.00
$0.00
$0.00
Trucking • St aght Time
$0.00
$0.00,
Trucking • Over Time
S0.00
$0.00
Trucking - Douce 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)
SUBCONTRACTORS 109.05 (b)(6)
$1,479.71 (23)
$0.00
(24)
$0.00
(25)
$1,479.71
(26)
$177.57
(27)
$1,657.28
(28)
DESCRIPTION
AMOUNT
Badger Truck 719 2HRS @ 225/HR
S450.00
Badger Truck 719 - Beaver Dump site 1 Load at $116/EA
$116.00
Badger Truck 719 Water 1 $10EA
$10.00
Badger Truck 899 5 HRS @ $225/HR
$1,125.00
Badger Truck 899 - Disposal Water & load IEA & $100
$100.00
Badger Truck 1202 5.51 -IRS @ 225/HR
$1,237.50
Badger Truck 1202 Disposal Water and Load IEA @ S100
$100.00
TOTAL SUBCONTRACT WEEK ENDING
$3,138.50
(29)
10 % x LINE (30) $3,000.00 OR LESS
$300.00
(31)
7 %x LINE (30) OVER S3,000.00
$9.70
(32)
GRAND TOTAL FOR SUBCONTRACTORS: LINES (30) + (31) + (32)
$3,448.20
(33)
TOTAL OF WORK COMPLETED FOR THE WEEK
TOTAL LINES (12), (17), (22), (28) & (33) $8,720.56 (34)
1.1
-% OF BOND RATE BASED UPON LINE (34) $95.93 (35)
10%xLI14E(35) $9.59 ('dBW
TOTAL EXTRA WORK LINES: (34) + (35) + (36) $8,826.08 (37)?
Page 2 of 2 "'��
RIETH-RILEY CONSTRUCTION
EXTRA WORK AGREEMENT
ATE: 9/25/17 Work Performed:
CONTRACT: 3200695 PROJECT: 126 st @ Gray Road
FORCE ACCOUNT/EXTRA WORK FOR: Dug up 10"water main to see what we needed to relocate it. Down for an hour trying
to figure out if electric is hot or not. Badger locating the "T' at the main on the east le
g.
LABOR 109.05 (b)(1)
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
$25.62
$0.00
Dewey Rambo
4.00
4.00
$34.05
$136.20
Dave Morrow
4.00
4.00
$22.62
$90.48
Tim Nunnley
4.00
4.00
$22.62
$90.48
Steve Bell
4.00
4.00
$34.05
$136.20
Paul white
4.00
4.00
$34.05
$136.20
OPERATOR OILER (103)
0.00
0.00
$30.51
$0.00
QA TECH
0.00
0.00
$23.62
$0.00
SUPER INTENDENT/PROJECT MANAGER
0.00
0.00
$43.10
$0.00
TEAMSTER - Danna Collins
0.00
0.00
$27.91
$0.00
FRINGES
TOTAL LABOR $589.56 (2)
FICA 7.50 % x LINE (2) $44.22 (3)
EMPLOYEE
HOURS
$27,71 (5)
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
Dewey Rambo
4.00
x
$17.76 =
$71.04
Dave Morrow
4.00
x
$13.96 -
$55.84
Tim Nunnley
4.00
x
$13.96 =
$55.84
Steve Bell
4.00
X
$17.76 =
$71.04
Paul White
4.00
x
$17.76 =
$71.04
OPERATOR OILER (103)
0.00
x
$17.76 =
$0.00
QA TECH
0.00
x
$13.96 =
$0.00
SUPERINTENDENT/PROJECT MANA
0.00
X
$10.95 =
$0.00
TEAMSTER - Danna Collins
0.00
X
$14.91 =
$0.00
TOTAL FRINGES $324.80 (4)
WORKERS COMPENSATION 4.70 % X
LINE (2)
$27,71 (5)
BODILY INJURY / PROPERTY DAMAGE INSURANCE 0.00 % X
LINE (2)
$0.00 (6)
STATE LNEMPLOYMENT 3.85 o/. X
LINE (2)
$22,70 (7)
FEDERAL UNEMPLOYMENT 0.40 % X
LINE (2)
$2.36 (8)
TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3)
$0.00 (9)
TOTAL LINES 2. 3, 4, 5, 6, 7, 8 & 9
$1,011.34 (1 o)
20 % x LINE (10)
$202.27 (11)
GRAND TOTAL LABOR LINES (10) + (11)
$1,213.61 (12)
Page 1 of 2
MATERIAL 109.05 (b)(3)
Purchased or
Manufactured Description Quantity Unit Unit Price
Extenstion
P
S
S
s
S
S
5
S
S
5
5
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
11052 320 Excavator
$101 13
4.00 $404.52
11118 938 Loader
569.49
4.00 $277.96
11564 314 Truk
$13.50
4.00 $54.00
12 % x LINE (26)
$88.38
$0.00
GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27)
5824.86
$0.00
$0.00
SO.00
50.00
SO.00
Trucking • Stnaght Time
$0.00
50.00
Tnx k ng • Qver Time
50.00
$0.00
Trucking - Double Time
S0 00
TOTAL EQUIPMENT
$736.48
(23)
TOTALTRUCKING
$0.00
(24)
FUEL, LUBRICANTS AND TRANSPORTATION COSTS
$0.00
(25)
TOTAL LINES (23) + (24) + (25)
$736.48
(26)
12 % x LINE (26)
$88.38
(27)
GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27)
5824.86
(28)
SUBCONTRACTORS 109.05 (b)(0)
TOTAL SUBCONTRACT WEEK ENDING
$1,176.00
(29)
10 %x LINE (30) 53,000.00 OR LESS
$117.60
(31)
7 %x LINE (30) OVER S3.000.00
$0.00
(32)
GRAND TOTAL FOR SUBCONTRACTORS! LINES (30)+(31)+(32)
S1,293.60
(33)
TOTAL OF WORK COMPLETED FOR THE WEEK
TOTAL LINES (12), (17), (22), (28) 8 (33) $3,332.07 (34)
1.1
% BOND RATE BASED UPON LINE (34) $36.65 (35)
10%xLINE (35) $3.6 "
TOTAL EXTRA WORK LINES: (34) + (35) + (38) $3,372.39 (37)
Page 2 of 2
1ETHj
September 27, 2017
LEY CCO. INC.
100% Quality • 100% Employee Owned • Over 100 Years
Mike Smith SENT VIA ELECTRONIC MAIL ONLY:
DLZ
Construction Observer Manager mismith@dlz.com
157 E. Maryland Street
Indianapolis, IN 46204
RE: Gray Road at 12611 Street RAB: City of Carmel Project No. 16 -ENG -16
Rieth-Riley Project No. 3200645
Dear Mr. Smith,
See new proposed pay item pricing based to perform approximately 100 feet of 10 inch watermain
relocation per Carmel Standards. We would propose adding 1 additional unit under pay item 132 to
cover the additional hydrant being added.
Item Description Quantity Unit Unit Price
Extension
EWA-1 10" Water Main Relocatoin 100.00 LFT $371.42
$37,142.00
132 Remove,Replace & Adjust Hydrant to Grade 1.00 EA $5,500.00
$5,500.00
Total
$421642.00
0
The total contract adjustment requested for this addition work is $42,642.00
Please call with any questions.
160,6 2F— 1!S %i�tr stiPr.j &ult>v7, 71%,,
Thanks 61,S U2 S ACiu/fMe P14C-4>.
Lucas S. Clark
Project Manager
RIETH-RILEY CONSTRUCTION CO., INC.
cc: Gary Davis
John Tuddy
P.O. Box 276 • 1751 W Minnesota St. • Indianapolis, 1N 46206
Phone: (317) 634-5561 • www.rieth-riley.com
1ETHj
October 12, 2017
LEY CoNsmucvoN Co., INC.
100% Quality • 100% Employee Owned - Over 100 Years
Mike Smith SENT VIA ELECTRONIC MAIL ONLY:
DLZ
Construction Observer Manager mismith@dlz.com
157 E. Maryland Street
Indianapolis, IN 46204
RE: Gray Road at 1261'' Street RAB: City of Carmel Project No. 16 -ENG -16
Rieth-Riley Project No. 3200695
Dear Mr. Smith,
Per your request, Rieth-Riley Construction Co., Inc. has reviewed the current site conditions and
consulted with Carmel Water Utility to determine the requirements to add a 1" irrigation tap to the
above referenced project. The tap will take place in the 12" line located in the road that is
approximately 8.5' deep.
The contract adjustment requested for this addition work is $9,274.98. - re— n./ // /,!Vg
Please call with any questions.
Thanks
Lucas S. Clark
Project Manager
RIETH-RILEY CONSTRUCTION CO., INC.
cc: Gary Davis
John Tuddy
P.O. Box 276 - 1751 W Minnesota St. - Indianapolis. 1N 46206
Phone: (317) 634-5561 • www.rieth-riley.com
RIETH-RILEY CONSTRUCTION
EXTRA WORK AGREEMENT
UAI E: Work Performed:
CONTRACT: PROJECT:
FORCE ACCOUNTIEXTRA WORK FOR:
LABOR 109.05 (b)(1)
EMPLOYEE
Regular
OvertimevV Doukletime 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
$35.05
$280.40
LABORER
16.00
16.00
$24.72
$395.52
MECHANIC
0.00
0.00
$35.05
$0,00
OPERATOR (103)
16.00
16.00
$34.05
$544.80
OPERATOR (641)
0.00
0.00
$32.55
$0.00
OPERATOR OILER (103)
0.00 1
0.00
$29.91
$0.00
QA TECH
0.00
0.00
$24.72
$0.00
SUPERINTENDENT/PROJECT MANAGER
0.00
0.00
$44.05
$0.00
TEAMSTER
0.00
0.00
$28.41
$0.00
FRINGES
TOTAL LABOR $1,220.72 (2)
FICA 7.50 % x LINE (2) $91.55 (3)
EMPLOYEE
HOURS
$69.83 (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
16.00
x
$13.96 =
$223.36
MECHANIC
0.00
x
$17.66 =
$0.00
OPERATOR (103)
16.00
x
$17.66 -
$282.56
OPERATOR (841)
0.00
X
$20.51 =
$0.00
OPERATOR OILER (103) 1
0.00 1
x 1
$17.66 =
$0.00
QA TECH 1
0.00
x
$13.96 =
$0.00
SUPERINTENDENT/PROJECT MA
0.00
x
$17.661
$0.00
TEAMSTER
0.00
x
$14.91 =
$0.00
TOTAL FRINGES $647.20 (4)
WORKERS COMPENSATION 5.72 % X
LINE (2)
$69.83 (5)
BODILY INJURY / PROPERTY DAMAGE INSURANCE 5.80 % X
LINE (2)
$70.80 (6)
STATE UNEMPLOYMENT 3.85 % X
LINE (2)
$47.00 (7)
FEDERAL UNEMPLOYMENT 0.40 % X
LINE (2)
$4.88 (8)
TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3)
$0.00 (9)
TOTAL LINES 2, 3, 4, 5, 6, 7. 8 & 9
$2,151.98 (10)
20 % x LINE (10)
$430.40 (11)
GRAND TOTAL LABOR LINES (10) + (11)
$2,582.38 (12)
Page 1 of 2
MATERIAL 109.05 (b)(3)
Pu r sea or
Manufactured Description Quantity Unit Unit Pace
ExtensGon
P Flowable FII 30.00 cy S
75.00 S 2.250 00
P Meter Pit Parts and Pieces 1.00 LS $
2,000.00 S 2.000.00
S
S
S
S
S
s
3
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)
$4,250.00 (18)
$0.00 (19)
$4,250.00 (20)
$510.00 (21)
$4,760.00 (22)
Equipment # CONTRACTOR OWNED EQUIPMENT
FHWA HOURLY RATE
HOURS EXTENSION
320
$100.00
8.00 $800.00
938
56500
8.00 $520.00
Truck
$20.00
8.00 $160.00
12 % x LINE (26)
S0.00
$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
Tnx kmg - Str aght Time
50.00
0.00
Trucking - Dver rime
Trucking -Double Time
$0.00
50.00
$0.00
TOTAL EQUIPMENT
$1,480.00
(23)
TOTAL TRUCKING
$0.00
(24)
FUEL. LUBRICANTS AND TRANSPORTATION COSTS
$0.00
(25)
TOTAL LINES (23) + (24) + (25)
$1,480.00
(26)
12 % x LINE (26)
$177.60
(27)
GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27)
$1,657.60
(28)
SUBCONTRACTORS 109.05 (b)(6)
TOTAL SUBCONTRACT WEEK ENDING
$250.00
(29)
10 % x LINE (30) $3,000.00 OR LESS
$25.00
(31)
7 % x LINE (30) OVER S3.000.00
.00
$0$0.00
(32)
GRAND TOTAL FOR SUBCONTRACTORS: LINES (30) + (31) + (32)
$2
(33)
TOTAL OF WORK COMPLETED FOR THE WEEK
TOTAL LINES (12), (17), (22;, (28) 8,(33) $9.274.98 (34)
0 % OF BOND RATE BASED UPON LINE (34) $0.00 (35)
10 % x LINE (35) $0.00 (36)
TOTAL EXTRA WORK LINES: (34) + (35) + (36) $9,274.98 (37)
Page 2 of 2
Mike L. Smith
From: Mike L. Smith
Sent: Friday, September 29, 2017 3:33 PM
To: jkashman@carmel.in.gov
Cc: dbye@crossroadengineers.com; Faisal Saleem, PE; jross@structurepoint.com
Subject: Water Main Conflicts
Follow Up Flag: Follow up
Flag Status: Flagged
Jeremy, we've encountered 2 areas where our planned storm sewer (STR #120 and STR #116) will
conflict with a 12" water main. This is in an area where there were no lowerings for
conflict identified or planned for. There is no way we can go above or below and maintain
flow. We'll have to lower both sections. In order to keep momentum, can we plan to begin
the lowerings tomorrow? We have a line item for 12" lowerings and the material on site
(although after it was determined we didn't have to lower 2, I deleted them to negate newer
items). Carmel water says to lower tomorrow, RR will have to pay their personnel present on
the project their overtime. Plus, RR will have personnel on OT as well. It looks like 1 day
of work for each lowering. So tomorrow and Monday, and we should be done.
Sent from my iPhone
1