HomeMy WebLinkAboutGlobe Asphalt/Eng/CO #1/20,718/Multi Use Trail Along Towne RoadTO:
CITY OF CARMEL
H OR (-) DAYS
Chris Ogg CONTRACT CHANGE ORDER NO.: 1
N/A
DATE: 8/7/17
N/A
PROJECT NAME: 16 -ENG -39 106°i St & Towne Rd RAB
CITY REQ. NO.:
$23.10/LFT ($1155.00)
CITY PO NO.: 100179
CITY PO DATE: 2/16/17eg4RO
$1536.91/EACH ($1536.91)
N/A
$2607.65/EACH ($5215.30)
N/A
You are directed to make the following changes in this Contract:
a. Revise pricing for Subgrade Treatment, IB due to switch from lime to cement
stabilization
b. Add Geogrid, Type IB to the contract due unstable subgrade along the west leg of the
project.
c. Add items required to complete new lighting for the contract.
d. Add a pipe catch basin to alleviate ponding in the west leg of the project on the north
side of the pedestrian path
e. Add pay items to update the signs in the plans to Carmel Standards.
ITEM
*Subgrade Treatment, Type IB
Geogrid, Type IB
200 AMP Meter Base
Conduit, Galvanized Steel, 21N
Pipe Catch Basin, 151N
Street Signs, Carmel Standards
SCHEDULED ADJUSTMENT
AMOUNT
H OR (-) DAYS
+$1.02/SY ($8,125.32)
N/A
$2.18/SY ($990.20)
N/A
$550/EACH ($550.00)
N/A
$23.10/LFT ($1155.00)
N/A
$1536.91/EACH ($1536.91)
N/A
$2607.65/EACH ($5215.30)
N/A
*Subgrade Treatment, Type IB is already in the contract. The listed price is a revised price due to
increase in material costs from switching from Lime to Cement Stabilization.
II. The following referenced Documents further describe the changes outlined in Paragraph 1, and
are to be considered a part of this Change Order: R.F.P.: W.D.C. No.:
Other: Change Order I
The changes result in the following adjustment of Contract Price and Contract Time:
Contract Price prior to this Change Order $ 1,196,604.12
Contract Price will be increased/decreased by this Change Order $ 17,572.73
New Contract Price including this Change Order $ 1,214,176.85
Contract Time Prior to this Change Order Days Completion Date
Net increased/decreased resulting from this Change Order Days
Current Contract Time including this Change Order Days Completion Date
This Change Order is for full and final settlement of all direct, indirect, impact costs and time
extensions incurred at any time resulting from the performance of the changed work.
The Above Changes Are
Recommended
Clark Dietz, Inc.
ENGINEER
8900 Keystone Crossing
Address
Suite 900
Indianapolis, IN 46240
City/State/Zip
By: Jason Buck
Phone: 574-210-2471
Date: 8/7/17
The Above Changes Are
Accepted:
Rieth Riley Construction Co.,
Inc.
CONTRACTOR
1751 W. Minnesota
IndVapolis, IN 46221
City/State/Zip
P&L l- -7-4-7-1-:'
By: Mi
Phone: 317-634-5561
Date: 4///i%
Approved:
ZA 4-: �
ristine S. Paul y, Clerk -
Treasurer
Date:
')
A ppi A
Description:
Change Order:
Status:
Type:
Summary:
Clark Dietz, Inc.
Change Order Details
16 -ENG -39
106th Street and Towne Road Roundabout
Draft
Changed Conditions
New and Revised Items on Contract
Date Created:
Date Approved:
07/31/2017
Change Order Description: This change order accounts for all items that were added or revised on the
contract.
The first item in this change order is a revision to item No. 15. The Carmel
Specifications for this job state lime stabilization is to be utilized. The contract
was bid to use 5% lime for subgrade treatment. The contract submitted a
sample to Alt & Witzig Engineering for a soil -chemical modification study. The
results of this test yielded use of cement stabilization rather than the specified
lime stabilization. A meeting was held with Alt & Witzig Engineering to confirm
the results. The switch in stabilizing material increased the unit price of
Subgrade Treatment, Type IB by $1.02/SY. This was an overall increase of
$8,125.32. Attached are the test results from Alt & Witzig Engineering as well
as email correspondence with the involved contractors.
The second item in this change order is for an item added to the contract.
Geogrid was added to the contract where subgrade treatment, type IB could
not be utilized. The contractor encountered very soft soils on the north side of
106th Street in the west leg of the project. This method was cheaper than
undercutting the area and adding No. 53 Stone. Mainly these areas were
around a shallow gas line and where the tiller could not fit to mix the cement
stabilizing material. INDOT specs state Subgrade Treatment, IC can be utilized
in place of IB at the same price. The contractor attempted this method but the
subgrade still did not pass a proofroll. The subgrade was excavated one foot
and then Geogrid was placed. A unit price of $2.18 was submitted by Rieth
Riley to complete the work. Initially there was approximately 355.33 SYS of
subgrade that needed Geogrid but we found more areas after further
investigation bringing the total up to 454.22 SYS. The total for this item is
$990.20.
The next items in the change order are for items relating to the lighting
installed on the project. The contract items did not include a new 200 AMP
meter base. The existing one of the project was connected to the signal poles
that were removed from the project. There also wasn't steel conduit in the
contract to connect the new lighting to existing IPL power. The steel conduit is
required by IPL before power can be ran to the controller cabinet. The
controller cabinet that was existing on the contract was intended to be used for
the new lighting setup. Included in this change order to complete the lighting
and conduit on the contract are 1 - 200 AMP meter Base and 50 LFT of 2"
galvanized steel totaling $1705.00.
The next item in this change order is for the addition of a pipe catch basin on
the north side of 106th Street on the west leg of the project. It was noticed that
Change Order Details: 16 -ENG -39 Page 1 of 3 08/10/2017
Awarded Project Amount:
Authorized Project Amount:
Change Order Amount:
Revised Project Amount:
Increases/Decreases
at the very end of the project in this area that significant ponding was
occurring and causing issues at both the predestrian path and the adjacent
property. The solution to this issue was adding a pipe catch basin and
approximately 40 LFT of underdrain to structure 71. Additional cost for this
work will be $1536.91 for the Pipe Catch Basin. That unit price was taken from
the other roundabout project 116th St and Towne Rd. The underdrain,
getotextiles, and aggregate for underdrain are included in the original contract
items. Since this item already exists in the contract no formal change order is
needed. The item will simply be added to the list of pay items in 16 -ENG -39.
The final items in this change order are for updated street signs. The original
street signs for '106th Street' and 'Towne Road' were per the MUTCD instead
of the Carmel Standard Drawings. The cost is to update two signs and posts to
the Standard Drawing 10-11A and 10-11B. There is also a cost to pay for the
materials of the signs that were installed per the original plans. The cost of the
signs is EA 2,607.65/EACH totaling $5,215.30 for the two signs.
The grand total for these change order items is $17,572.77
$1,196,604.12
$1,196,604.12
$17,572.73
$1,214,176.85
Line Number Item Unit Unit Price Current Change Re%ised
Quantity Amount Quantity Amount Quantity Amount
Section: 1 - Default Section
0130 15 SYS $6.400 7,966.00 $50,982.40 -7,966.00 -$50,982.40
SUBGRADE TREATMENT, TYPE IB
Reason: Test results yielded cement stabilization - See 013A for revised pricing
(1 Item) Totals $50,982.40 -$50,982.40
New Items
Line Number Item Unit Proposed Quantity Unit Price
Section: 1 - Default Section
0.00 $0.00
$0.00
Dollar Amount
1110 013A SYS 7,966.00 $7.420
$59,107.72
Subgrade Treatment, Type IB - Revised to use 4% cement stabilization
Reason: Test Results yielded use of cement stabilization
1120 0135 SYS 454.22 $2.180
$990.20
Geogrid, Type 113
Reason: Unstable subgrade
1130 0136 EACH 1.00 $550.000
$550.00
200 AMP Meter Base
Reason: Revised lighting plan
Change Order Details: 16 -ENG -39 Page 2 of 3
08/10/2017
Line Number Item Unit Proposed Quantity
1140 0137 LFT 50.00
Conduit, Glavanized Steel, 2 IN
Reason: Revised lighting plan
1150 0139 EACH 1.00
Pipe Catch Basin, 15 IN
Reason: Significant ponding issue on project and adjacent property
1160 0140 EACH 2.00
Street Signs - Carmel Standards
Reason: Update existing signs to Carmel Standard Drawing 10-11A & 10-11B
(6 Items)
Unit Price Dollar Amount
$23.100 $1,155.00
$1,536.910 $1,536.91
$2,607.650 $5,215.30
Total: +$68,555.13
Change Order Details: 16 -ENG -39 Page 3 of 3 08/10/2017
'10013. &nplottrr (Arned-
POST OFFICE 13OX 276 - INDIANAPOLIS, A'WDIANA 46206 - WWWRIETHRILEY.CON1
LETTER OF TRANSMITTAL
TO: Clark Dietz DATE: 6121/17
8900 Keystone Crossing, Suite 900
Indianapolis, IN 46240 PROJECT: 16 -ENG -39:1061h 8 Towne Rd. RAB
JOB #: 3200698
ATTN: Jason M. Buck RE: 4% Cement Stabilization
We Are Sending: Submitted For: Action Taken:
Shop Drawings X Approval Approved as Submitted
Letter Your Use Approved as Noted
Prints/Mans As Requested Returned After Loan
X Change Order Review and Comment Resubmit Copies
Samples Submit Copies
Specifications Sent Via: Email Returned
Other. X Attached Returned for Corrections
Separate Cover Via: Due Date:
Notes/Remarks:
Jason,
Rieth-Riley Construction Company, Inc. respectfully submits for your approval a price to perform 4% Cement
Stabilization at 14" rather than 5% Kiln Dust. The price increase is for material difference only. Existing item #15 would
be deleted. The overall price Increase to perform 7,966 SY is $8,115.32.
Item
Description
Quantity
Unit
Unit Price
Extension
EWA
Subgrade Treatment, IB (4% Cement)
7966
SY
$7.42
$59,107_72
TOTAL
CC: 3200698 - Job File
John Tuddy - RR General Superintendent
Paul Ruschmeier - RR Superintendent
$59,107.72
Signed:
Michael Corn -Aon - Projeet Manager
1751 W. IMINNESO'I'A - INDIANAPOLIS. INDIANA 46221 - TELEPHONE: (317) 634-5561 • FAX: (317) 631-6423
!f/��f / / 'AN Es OAM Ori>�RIUHh 'Y RAPLOtER.
tfQl1[Illlthq . As-WRANCG CSF SP:I1t 4 It-TmRiTV • RE PotgsimvTy •;IN CONStRUCtION
RIETH-RILEY CONSTRUCTION
EXTRA WORK AGREEMENT
DATE: 6/21/17 Work Performed: 4% Cement Stabilization occurred 6/19/17
CONTRACT: 16 -ENG -39 PROJECT: 106th St. & Towne Rd. Roundabout
FORCE ACCOUNT/EXTRA WORK FOR: Soil sample analysis from All & W itziq recommend that 4% cement be utilized to
stablize the subgrsde at 106th &_Towne Rd. Additional price is to utilize 4% cement rather than kiln dust. Specialties Company to
perform the work. Price provided is for the material cost difference only.
LABOR 109.05 (b)(1)
HOURS
EMPLOYEE
Regular Overtime Doublelime TOTAL
RATE I
EXTENSION
CARPENTER
0.00
$27.491
$0.00
_
CARPENTER FOREMAN
0.00
$28.99
$0.00
COMBINAT,ON
0.00
$29.76
$0.00
FINISHER
0.00
$25.72
$0.00
FOREMAN
0.00
$35.05
$0.00
LABORER
0.00
$24.72$0-00
X
MECHANIC
_
0.00
$35.05
_ $0.00
OPERATOR (103)
0.00
$34.05
$0.00
OPERATOR (841)
0.00
$32.55
$0.00
OPERATOR OILER (103)
0.00
$29.91
$0.00
OA TECH
0.00
$24.72 _
$0.00
SUP ERI NTENDENTIPROJECT MANAGER
0.00
S44051
$0.00
TEAMSTER
0.00 1
$26.411
$0.00
FRINGES
TOTAL LABOR $0.00 (2)
FICA 7.50 % x LINE (2) $0.00 (3)
EMPLOYEE
HOURS
% X UNE (2)
RATE
EXTENSION
CARPENTER
0.00
X
$21.25 =
$0.00
CARPENTER FOREMAN
000
X
$21.25 =
$0.00
COMBINATION
0.00
x
$14.91 =
$0.00
FINISHER
0.00
X
$13.96 =
$0.00
FOREMAN
0.00
X
$17.66 =
$0.00
LABORER
0.00
X
$13.96 =
$0.00
MECHANIC
0.00
X
$17.66 =
$0.00
OPERATOR 0031
0.00
X
$17.66 =
$0.00
OPERATOR (841)
000
X
$20.51 =
$0.00
OPERATOR OILER (103)
0.00
X
$17.66 =
$0.00
OA TECH
000
X
$1:1.96 =
$0.00
SUP ERI NTENDENTIPROJECT MAN
0.00
X
$17.66 =
$0.00
TEAMSTER
0.00
X
$14.91 =
$0.00
TOTAL FRINGES $0.00 (4)
WORKERS COMPENSATION
4,70
% X UNE (2)
$0.00 (5)
BODILY INJURY/ PROPERTY DAMAGE INSURANCE
0.00
% X LINE (2)
$0.00 (6)
STATE UNEMPLOYMENT
3.85
% X LINE (2)
$0.00 (7)
FEDERAL UNEMPLOYMENT
0.40
% X LINE (2)
$0.00 (8)
TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3) $0.00 (9)
TOTAL LINES 2, 3, 4. 5, 6, 7, 8 & 9 $0.00(10)
20%xLINE (10) $0.00 (11)
GRAND TOTAL LABOR LINES (10) * (11) $0.00 (12)
Page 1 of 2
6TERIAL 109.05 [b
Fucriasea or
Manufactured Description Ouanlity UNt Unit Price
Extenstlon
S
S
S
$
S
S
S
S
S
i
S
S
MATERIALS PURCHASED
MATERIALS MANUFACTURED
TOTAL LINE (111))+ (19)
12 %x LINE (20)
GRAND TOTAL FOR MATERIALS: LINE (20) + (21)
f � �1�JZi-�itiT�d�3C7: X11
$0.00 (1a)
$0 00 (19)
$0.00 (20)
$0.00 (21)
50.00 (22)
Equipment# CONTRACTOR OWNEDEOUIPMENT
FHWA HOURLY RATE HOURS
EXTENSION
50.00
$0.00
$0.00
50.00
so.00
$000
$0.00
$0.00
$0.00
$0.00
so.00
$0.00
$0.00
$0.00
$000
50.00
$0.00
50.00
Tusking - Sina¢m Time
$0.00
Trucking • Over Time
$0.00
�•
Trucking - Double Time
i0 00
TOTAL EQUIPAIlENT $0.00 (23)
TOTAL TRUCKING $0.00 (24)
FUEL, LUBRICANTS AND TRANSPORTATION COSTS $0,00 (25)
TOTAL LUES (23) + (24) + (25) (28)
12 %x LINE (26) $0.00 (27)
GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27) $0.00 (28)
SUBCONTRACTORS 109.051bxB1
TOTAL SUBCONTRACT WEEK ENDING $0.93 (29)
10 % x LINE (30) $3.000.00 OR LESS $0.09 (31)
7 % x LINE (30) OVER $3.000.OD $0.00 (32)
GRAND TOTAL FOR SUBCONTRACTORS: LINES (30) + (31) + (32) 51.02 (33)
TOTAL OF WORK COMPLETED FOR THE WEEK
TOTAL LINES (12). (17). (22), (28) 9 (33) $1.02 (34)
% OF BOND RATE BASED UPON LINE (34) $0.00 (35)
10 % x LINE (35) $0.00 (36)
TOTAL EXTRA WORK LUES: (34) + (35) + (36) $1.02 (371
Page 2 0( 2
Alt i& Witzig Engineering, Inc.
410-; 1Ve,,t 91Icl' Stivet • C'artncl. Indiana 46()3'
i i 1 r) S 75 ;{lo) . Ftix f 1 7) 8-0-37i)5
Tested For: Date: 06-16-17
Mr. Joe Hite, PE
Specialties Company, LLC Our Project No.: TZ 17057 -LTR
9350 East 30'' Street
Indianapolis, IN 46229
Project:
106'' St. & Towne Rd. Intersection Improvements
Project No. 16 -ENG -39
Carmel, IN Hamilton County
Executive Summary
Per your request, Alt & Witzig Engineering has performed a soil -chemical modification study on
the soil types obtained from the above referenced project to be utilized at subgrade elevation per
project specifications. The chemical modifier utilized in the testing procedures is listed below:
• Cement - Essroc Materials, Inc — Logansport, IN
Subgrade Treatment Depth Recommendation —14"
% Chemical Recommended — 4% Cement
Sample
Sample
Spread
Optimum
As Received
Identification
Classification
Rate
Moisture
Moisture
Lb/yd ^2
Content (%)
Content
Sample #1
A-4 t) CLAY LOAM
52.0
12.1%
14.5%
Sample #2
A-4 (0) LOAM
52.9
11.3%
12.5%
Uffic,•c; Sid"it4tuer /►ncaci•�r�rfnn niid Fun►tdurion Cngiiaec•rin;,•
i'h! xm:,u. t:, i • t):r,t,•„ 1! .• Cor"traction Alc►leriuls 7'e.stin, card A►spertion
Il d!:x:a:,•s:, • i Enriro►ane►tlof Serrhvc %
106th St. & Towne Rd. Intersection Improvements
Specialties Company LLC
June 16, 2017
Page 2
Project Description
According to the contractor, this project includes intersection improvements of 1061' St. &
Towne Rd. located in Carmel, IN Hamilton County. The following soil -chemical modification
study was conducted for soils being utilized at the design subgrade elevation in accordance with
project specifications.
Sample Collection
Two (2) soil samples were collected and delivered to our laboratory by a Specialties Company
LLC representative. According to the contractor, the samples collected are representative of the
soils to be utilized at the design subgrade elevation. The samples did not have identification or
reference locations and were identified only as Sample #I & Sample #2.
Laboratory Testing
By request of the contractor, laboratory testing was performed in accordance with INDOT's most
recent publication of their "Design Procedures for Soil Modification or Stabilization".
Soluble sulfate contents were below 1,000 ppm, and Loss on Ignition (LOI) was not necessary
based upon visual examination.
Based on the low plasticity of the samples received, only cement was utilized in the testing
procedures. Moisture density relationships and unconfined compressive strength testing were
performed in accordance with INDOT guidelines using a minimum of 4% Cement by dry unit
weight.
Subgrade Treatment Recommendations
Based on the laboratory results, the soils represented met the 100 psi strength gain requirement
with the use of 4% Cement by dry unit weight. Therefore, we recommend 4% Cement by dry
unit weight be used for the subgrade treatment of this project.
14" Chemical Soil Modification — 4% Cement
Sample Sample
Spread
Optimum
As Received
Identification Classification
Rate
Moisture
`loisturc
Lb/yd ^2
Content %)
Content %)
Sample #1 A -4_(I) CLAY LOAM
52.0
12.1%
14.5%
Sam le #2 A-4 0 LOAM
52.9
11.3%
12.5%
1060' St. & Towne Rd. Intersection Improvements
Specialties Company LLC
June 16, 2017
Page 2
Final Considerations
Chemically treated soils must be at or above the optimum moisture content as determined by the
soil -chemical mixture. Site specific conditions, including anticipated weather during treatment,
stability of foundation soils, and in-situ moisture contents must be considered prior to subgrade
treatment. Site conditions that would adversely affect the chemical treatment should be brought
to the immediate attention of the project manager.
Approved chemicals to be incorporated in the field for stabilization or modification of the
subgrade shall be accomplished per project specifications. The contractor shall account and
correct for all losses and equipment efficiencies that occur in the field to assure that the proper
chemical percentage is achieved. Please find a copy of our test results enclosed with this letter.
Sincerely,
.7J3a�� ,✓Gi51 E�4N�., �%��
v /
g4. , Na.
Joshua W. Tinkle, E.I.T. ;� Q f
STAT; wF• ,F
Ellen Anne W. Wilkinson, P.E.
"10045 Emphi.rra Owned'
POST OFFICE BOX 276 • INDIANAPOLIS, INDIANA 46206 • WWW.RIETHRr1-FYCOM
Notes/Remarks:
Jason,
Rleth-Riley Construction Company, Inc. respectfully submits, for your approval, a price to install geogrid. Installation of
geogrid is to stabilize subgrade. Gradex, Inc. is setup to perform the work.
Item
LETTER OF TRANSMITTAL
TO: Clark Dietz
DATE:
6/28/17
8900 Keystone Crossing, Suite 900
EWA
Indianapolis, IN 46240
PROJECT:
16 -ENG -39:1061t, & Towne Rd. RAB
$2.18
JOB #:
3200698
ATTN: Jason M. Buck
RE:
Geogrid
We Are Sending:
Submitted For:
Action Taken:
Shop Drawings
X Approval
Approved as Submitted
Letter
Your Use
Approved as Noted
Prints/Plans
As Requested
Returned After Loan
X Change Order
Review and Comment
Resubmit Copies
Samples
Submit Copies
Specifications
Sent Via: Email
Returned
Other
X Attached
Returned for Corrections
Separate Cover Via:
Due Date:
Notes/Remarks:
Jason,
Rleth-Riley Construction Company, Inc. respectfully submits, for your approval, a price to install geogrid. Installation of
geogrid is to stabilize subgrade. Gradex, Inc. is setup to perform the work.
Item
Description
Quantity
Unit
Unit Price
Extension
EWA
Geogrid, Type IB
355.33
SY
$2.18
$774.62
TOTAL
CC: 3200698 - Job File
John Tuddy - RR General Superintendent
Paul Ruschmeier - RR Superintendent
$774.62
Signed:
Michael Compt - Project anager
1751 W. MINNESOTA - INDIANAPOLIS, INDIANA 4622 i - "TLLLPHONE: (317) 634-5501 - FAX: (317) 631-6423
(?(,n ltnIMC7 . . . As5URANCE OF SP -Al 0 IMM-RITY ♦ RESPONSIL5 AVe * ird CON`:IPUL1164
RIETH-RILEY CONSTRUCTION
EXTRA WORK AGREEMENT
DATE: 5128/17 Work Performed: Work has been completed to date.
CONTRACT: 16 -ENG -39 PROJECT: 106th St. 8 Towne Rd. Roundabout
FORCE ACCOUNT/EXTRA WORK FOR. Installation of geoorid to stablize yeilding subgrade, ES travel lanes on west lag of
roundabout. Gradex. Inc. to perform the work Approximate quantity to be performed is 355.33 SY
Proposal price $774.40/355.33SY = $2.181SY.
LABOR 109.05 (6)(1)
HOURS
EMPLOYEE
Regular Overtime Doublelime TOTAL
RATE
EXTENSION
CARPENTER
0.00
$27.49
$0.00
CARPENTER FOREMAN
0.00
$28.99
$0.00
COM13INATION
0.00
$29.76
$0.00
FINISHER
0.00
$25.72
$0.00
FOREMAN
0.00
$35.05
$0.00
LABORER
0.00
$24.72
$0.00
MECHANIC
0.00
$35.05
$0.00
_
OPERATOR (103)0.00
$13.96 =
$34.05
$0.00
OPERATOR (641)
- -+ _ 0.00
$32.55
$0.00
OPERATOR OILER (103)
0.00
$29.91
$0.00
OA TECH
0.00
$24.72
$0.00
SUPERINTENDENT/PROJECT MANAGER
0.00
$44.05
$0.00
TEAMSTER
0.00
$28.41
$0.00
FRINGE'S
TOTAL LA50R
FICA 7.50 % x LINE (2)
50.00 (2)
$0.00 (3)
EMPLOYEE
HOURS
$0.00 (4)
RATE
EXTENSION
CARPENTER
0.00
x
$21.251
$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
0.00
x
$17.66 =
$0.00
LABORER
0.00
X
$13.96 =
$0.00
MECHANIC
0.00
x
$17.66 =
$0.00
OPERATOR (103)
0.00
X
$17.66 =
$0.00
OPERATOR (841)
0.00
x
$20.51 =
$0.00
OPERATOR OILER (103)
x
$17.66 =
$0.00
Q4 TECH
_0.00
o.00
x
$13.96 =
$0.00
SUPERINTENDENT/PROJECT MANI
0 0o
X
$17.66
$0.00
TEAMSTER
0.00
x
$14.91 =
$0.00
Page 1 of 2
TOTAL FRINGES
$0.00 (4)
WORKERS COMPENSATION
6.72 % X LINE (2)
$0.00 (5)
BODILY INJURY / PROPER'Y
DAMAGE INSURANCE 5.80 % X LINE (2)
$0.00 (6)
STATE UNEMPLOYMENT
3.85 % X LINE (2)
$0.00 (7)
FEDERAL UNEMPLOYMENT
0.40 % X LINE (2)
S000 (8)
TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE q3)
_ $0.00 (9)
TOTAL LINES 2, 3, 4, 5, 6, 7, 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 109.0516)(31
rcnased or
ManufeclurW Descriphan OuanNly Unit Unit Price
E)denskn
f
S
f
s
f
$
s
s
S
$
f
S
MATERLhLS PURCHASED
MATERIALS MANUFACTURED
TOTAL: LINE(18)+(19)
12 %x LINE (20)
GRAND TOTAL FOR MATERIALS: LRE (20) + (21)
$000 (18)
$0.00 (19)
$0.00 (20),
$0.00 (21)
$0.00 (22)
Equipment 0 CONTRACTOR OWNED EQUIPMENT
FHWA HOURLY RATE HOURS
EXTENSION
$0.00
$0.00
$0.00
$0.00
so oo
SO 00
so.00
$0.00
$0.01)
50.00
$0.00
$0.00
$0.00
WOO
$0.00
$0.00
$0.01)
$0.00
Trucking - Sldeght Tme
so=
Tnxlcing - Ooer Time
$0.00
Tnxdmlg - UMM6 TIM4
$0.00
TOTALEOUIPMENT $0.00 (23)
TOTAL TRUCKMO $0.00 (24)
FUEL. LUBRZANTS AND TRANSPORTATION COSTS $0.00 (25)
TOTAL LINES (23) + (24) + (25) $0.00 (28)
12 % x LINE (26) $0.00 (27)
GRAND TOTAL FOR EQUIPMENT. LINES (26) 4 (27) $0.00 (28)
Fit
=�►• Laii �r rr
TOTAL SUBCONTRACT WEEK ENDING $704.00 (29)
10 % x LINE (30) $3.000.00 OR LESS $70.40 (31)
7 % x UNE (30) OVER $3.000 00 $0.00 (32)
GRAND TOTAL FOR SUBCONTRACTORS: LINES (30)+(31)+(32) $774.40 (33)
TOTAL OF WORK COMPLETED FOR THE WEEK
TOTAL LNES (12). (17). (22). (28) 8 (33) $774.40 (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) $774.40 (37)
Page 2 of 2
Recapitulation Sheet
Quotation
108th & Towne - Carmel, IN 16Hili11111
Gradex Job #17111
Geog`Q for Undercuts?
d�1'7tZ#�1:7
Desaiotion QuantJty Unit Unit Price Material Cos
Unit Cost Et rsdW Unit
Cost Extergted
i n
Contract EAgtded
Unit Price
Unit Cos Sub Price
Sub
$
$
$
$
$
Geo rid - 13'x 246' Roll 1 ROLA. $ 500.00 $ 500.00
$ -
$
- $
$
Labor 2 HR $
$ 60.00 $ 120.00
$
$
$
$ -
$
$
$
$
Is
$
$
- $
$
Sub Totals JS 500.001
1 $ 120.00 1
$
- $
$
Sales Tax
Allowable Mark up
NIA 0% $
12% $
60.00 20% $ 24.00 12% $ - $ 15% $
Sub Totals 5 560-00 $ 144.00 $ $
Bond & Insuranoe Premiums (Actual Cost) -.75% $
B & I Mark Up $ -
Grand Total $ 704.00
Gradex, Inc.
l% —
"MON Employer owned"
POST OFFICE 130X 276 - INDIANAPOLIS, WDIANA 46206 • WWW.RIETHRILEY.COM
LETTER OF TRANSMITTAL
TO: Clark Dietz DATE: 7117/2017
8900 Keystone Crossing, Suite 900
Indianapolis, IN 46240 PROJECT: 16 -ENG -39: 106m & Towne Rd. RAB
ATTN: Jason M. Buck
We Are Sending:
Shop Drawings
Letter
Prints/Plans
X Change Order
Samples
Specifications
Other.
Notes/Remarks:
Jason,
JOB #: 3200698
RE: P-1 Cabinet Fnd., 200 AMP Meter Base & 2"
Galvanized Steel Conduit
Submitted For:
Action Taken:
X Approval
Approved as Submitted
Your Use
Approved as Noted
As Requested
Returned After Loan
Review and Comment
Resubmit Copies
Submit Copies
Sent Via: Email
Returned
X Attached
Returned for Corrections
Separate Cover Via:
Due Date:
Rieth-Riley Construction Company, Inc. respectfully submits, for your approval, prices for the installation of 1 EA, P-1
Cabinet Foundation, 1 EA -- 200 AMP Meter Base and 50 LF of 2" Galvanized Steel Conduit. These extra work items are
to re-establish an electrical service point. Rieth-Riley Construction request 3 additional days for this extra work at 106"'
and Towne Rd Roundabout. The three days are for the install of the cabinet foundation, plus cure time. The 200 AMP
base and conduit may be installed during the foundation cure time.
Item
Description
Quantity
Unit
Unit Price
Extension
EWA
200 AMP Meter Base
1
EA
$550
$550.00
EWA
12" Galvanized Steel Conduit
50
LF
$23.10
$1,155.00
DV�1DA71 0/J wr4 5 /IE��� ►�-D L�rtLi NL; [ trikl it (� Cx sr uC�
TOTAL '
��x��r-t��►
1
CC: 3200698 - Job File Signed:
John Tuddy - RR General Superintendent Michael Comp n - Project Manager
Paul Ruschmeier - RR Superintendent
17.51 W. bIINNESU'iA - INDIANAPOLIS, INDIANA 4622t • TELEPHONE: (3 0) 634-5561 • FAX: (317) 631-6423
// 'AtJ E:IUA: Gti�Pt7�I�Jt1:('r Ff.1f40VE2'
Ce -_,n lmthi . AsSuRANCE OF SMA - It-lrFCR11Y • F;t:5t on:'IelurY - 1.4 C'ur'lmMX:110N
RIETH-RILEY CONSTRUCTION
_ EXTRA WORK AGREEMENT _
DATE: _ 7/17/17 Work Performed: Work not performed to date
CONTRACT 16 -ENG -39 PROJECT: 1061h and Towne Road Roadabout
FORCE ACCOUNT/EXTRA WORK FOR: Installation of 1 EA, P-1 Cabinet Foundation at NE corner of roundabout
LABOR 109.05 (bl(1)
HOURS
EMPLOYEE
Regular Overtime Ooublellme TOTAL
RATE
EXTENSION
CARPENTER
0.00
$27.49
$0.00
CARPENTER FOREMAN
0.00
$28.99
$0.00
COMBINATION
0.00
$29.76
$0.00
FINISHER
0.00
$25.72
$0.00
FOREMAN
1 0.00
$35.05
$0.00
LABORER
0.00
$24.72
$0.00
MECHANIC
0.00
$35.05
$0.00
OPERATOR (103)
0.00
$34.05
$0.00
OPERATOR (641)
0.00
$32.55
$0.00
OPERATOR OILER (103)
0.00
$29.911
$0.00
CA TECH
0.00
$24.72
$0.00
SUPERINTENDENT/PROJECT MANAGER
0.00
$44.05
$0.00
TEAMSTER
0.00
$28.41
$0.00
FRINGES
TOTALLABOR
FICA 7. EO 5o a LINE (2)
$0.00 (2)
$0.00 (3)
EMPLOYEE
HOURS
% x LINE (2)
RATE
EXTENSION
CARPENTER
0.00
X
$21.25' _
$U.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
0.00
x
$17.66 =
$0.00
LABORER
0.00
X
$13.961
$0.00
MECHANIC
0.00
X
$17.66 =
$0. GO
OPERATOR 003)
0.00
X
$17.66 =
$0.00
OPERATOR (841)
0.00
X
$20.51 _
$0.00
OPERATOR OILER (103)
0.00
X
$17.66 =
$0.00
OA TECH
000
x
$13.95 =
$0.00
SUPERINTENDENT/PROJECT MAN
0.00
X
$17.661
$0.00
TEAMSTER 1
0.00 1
x 1
$14.911
$0.00
TOTAL FRINGES $0.00 (4)
WORKERS COMPENSATION
5.72
% x LINE (2)
$0.00 (5)
BODILY INJURY / PROPERTY DAMAGE INSURANCE
5.80
% x LINE (2)
$0.00 (6)
STATE UNEMPLOYMENT
3.65
% X LINE (2)
$0.00 (7)
FEDERAL UNEMPLOYMENT
0.40
% x LINE (2)
$0.00 (0)
TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE M3) $0.00 (9)
TOTAL LINES 2, 3, 4. S. 6. 7, 6 & 9 $0.00 (10)
20 % x LINE (10) $0.00 111)
GRAND TOTAL LABOR LINES (10) + (11) $0.00(12)
Page 1 of 2
MATERIAL 109,05 (b j3)
rurcnaseo or
Manufactured Descnotion Ouartity UN UNt Price
EMensllon
f
S
_
f
S
S
f
S
S
S
S
S
S
MATERIALS PURCHASED
MATERIALS MANUFACTURED
TOTAL: LINE (18)+ (19)
12 % x LINE (20)
GRAND TOTAL FOR MATERIALSLINE (20) r (21)
EQUIPMENT 109.05 (b)(4
$000 (18)
$000 (19)
$0.00 (20)
$0.00 (21)
$0,00 (221
Epulprrem N CONTRACTOR OWNED EQUIPMENT
FHWA HOURLY RATE HOURS
EXTENSION
--
W.00 (24)
som
$0.00
TOTAL LINES (23) + (24) + (25)
s0 oo
$0.00
SOOO (27)
7000
$000
$0.00
$000
$0.00
so. D0
_
$0.00
$0.00
$0.00
so oo
— $0.00
so -00
$0.00
$0.00
Tnrarxg - Stnagnt Time
$0.00
0.00
huckf-CRerlime
$0.00
SU.UU
Tn¢king - Double Time
$0.00
bu I x II
SUBCONTRACTORS 109.05 lbX61
TOTAL EQUIPMENT
$000 (23)
TOTAL TRUCKING
--
W.00 (24)
FUEL. LUBRICANTS AND TRANSPORTATION COSTS
$0.00 (25)
TOTAL LINES (23) + (24) + (25)
(26)
12 %x LINE (26)
SOOO (27)
GRAND TOTAL FOR EQUIPMENT. LINES (26) +(27)
(28)
E1
TOTAL SUBCONTRACT WEEKENDING S1, 100.00 (29)
10%xLINE (30)53,000.00ORLESS $110.00 (31)
7 %x LINE (30) OVER $3,000,00 50.00 (32)
GRAND TOTAL FOR SUBCONTRACTORS LINES (30)+(31) - (32) $1,210.00 (33)
TOTAL OF WORK COMPLETED FOR THE WEEK
TOTAL LINES (121. (17), (22), (28) A (33) $1.210.00 (34)
0 % OF BOND RATE BASED UPON LINE (34) $0.00 (35)
10 % x LINE (35) $0•00 (36)
TOTAL EXTRA WORK LINES' (34) ` (36) • (36) $1.210.00 (37)
Page 2 of 2
RIETH-RILEY CONSTRUCTION
EXTRA WORK AGREEMENT
DATE: 7/17117 Work Performed Work not performed to date
CONTRACT: 16 -ENG -39 PROJECT: 106th and Towne Road Ro3dabout _
FORCE ACCOUNT/EXTRA WORK FOR: Installation of 1 EA. 200 AMP meter base.
LABOR 109.05 (b)(1)
HOURS
EMPLOYEE
Regular Overtime 13mbletime TOTAL
RATE
EXTENSION
CARPENTER
0.00
$27.49
$0.00
CARPENTER FOREMAN
0.00
$28.99
$0.00
COMBINATION
0.00
$29.76
$0.00
FINISHER
0.00
$25.72
$0.00
FOREMAN
0.00
$35.05
$0.00
LABORER
0.00
$24.72
$0.00
MECHANIC
0.00
$35.05
$0.00
OPERATOR (103)
_ _
0,00
$34.05
$0.00
OPERATOR (841)
0.00
$32.55
$0.00
OPERATOR OILER (103)
0.00
$29.91
$0.00
DA TECH
0.00
$2472
$0.00
SUPcR;NTENDENT/PROJECT MANAGER
0.00
$44.05
$0,00
TEAMSTER
0.00
$28.41
$0.00
FRINGES
TOTAL LABOR $0.00 (2)
FICA 7.80 x LINE (2) $0.00 (3)
EMPLOYEE
HOURS
% x LINE (2)
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
0.00
X
$17.66 =
$0.00
LABORER
0.00
X
$13.96 =
$0.00
MECHANIC
0.00
X
$17.66 -
$0.00
OPERATOR (103)
0.00
x
$17.66 =
$0.00
OPERATOR (841)
0.00
x
520.51 =
$000
OPERATOR OILER (103)
0.00
x
$17.66 =
$0.00
CA TECH
0.00
X
$13.961
$0.00
SUPERINTENDENTIPROJECT MAN
0.00
X
$17.661
$0.00
TEAMSTER 1
0.00
X 1
$14.911
$0.00
TOTAL FRINGES $0.00 (4)
WORKERS COMPENSATION
5.72
% x LINE (2)
$0.00 (5)
BODILY INJURY I PROPERTY DAMAGE INSURANCE
5.80
% X LINE (2)
$0.00 (5)
S1 ATE UNEMPLOYMENT
3.85
% x LINE (2)
$0.00 (7)
FEDERAL UNEMPLOYMENT
0.40
% X LINE (2)
$0.00 (B)
TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE p3) $0.00 (9)
TOTAL LINES 2, 3, 4, 5, 6. 7, 8 & 9 $0.00 (10)
20%xLINE (10) S0.00(111
GRAND TOTAL LABOR LINES (10) +(11) $0.00 (12)
Page 1 of 2
MATERIAL 109.05 lb)(
Purchoseaor
Menulectured Descdptbn Ousnoty Unit Unit Phde
Fnertstion
S
f
a
s
:
s
a
s
s
s
s
s
MATERIALS PURCHASED
MATERIALS MANUFACTURED
TOTAL LNE(1aJ+(191
12 %x LINE (20)
GRAND TOTAL FOR MATERIALS' LME (201+ (21)
60-00 (18)
$0.00 (19)
$0.00 (z0)
$0.00 (21)
$0.00 (22)
Equipment K CONTRACTOR OWNED EQUIPMENT
FHWA HOURLY RATE HOURS
EXTENSION
$000
$0.00
$0.00
s0.00
$0.00
$0.00
$0.00
$0.00
50.00
$0.00
$0.00
50.00
so.00
$0.00
so.00
$0.00
$0.00
sa.00
Tnuking - S1negM Time
$0.00
Trudtirg • Orer Time
50.00
0.00
TNckinq - Doude Iime
$0.00
TOTALEOUPMENT $0.00 (23)
TOTAL TRUCKING $0.00 (24)
FUEL, LUBRICANTS AND TRANSPORTATION COSTS $0,00 (25)
TOTAL LINES (23) + (24) + (25) 3W.W (28)
12 % x LIE (26) an
GRAND TOTAL FOR EQUIPMENT: LINES (26)+ (27) $0,00 (28)
SUBCONTRACTORS 109.05/bX61
TOTAL SUBCONTRACT WEEK ENDING $500.00 (29)
10 % x LINE (30) UOOOAO OR LESS $50.00 (31)
7 % x LINE (30) OVER $3.000.DO $0.00 (32)
GRAND TOTAL FOR SUBCONTRACTORS: LINES (30) + (31) + (32) $550.00 (33)
TOTAL OF WORK COMPLETED FOR THE WEEK
TOTAL LINES (12). (17). (22). (28) a (33) $550.00 (34)
.0_: % OF BOND RATE BASED UPON LINE (34) $0.00 (35)
10%xLI14E(351 $0.00 (36)
TOTAL EXTRA WORK LINES: (34) + (35) • (36) $550.00 (37)
Page 2 of 2
RIETH-RILEY CONSTRUCTION
EXTRA WORK AGREEMENT
DATE: 7/17/17 Work Performed: Wort not performed to date
CONTRACT: 16 -ENG -39 PROJECT: 106th and Towne Road Roadabout
FORCE ACCOUNT/EXTRA WORK FOR: Installation of 50 LF of 2" Gal. Steel Conduk. $23.10/LF
LABOR 109.05 (b ff)
HOURS
EMPLOYEE
ReguMr Overtime Dwblethe TOTAL
RATE
EXTENSION
CARPENTER
0.00
$27.49
$0.00
CARPENTER FOREMAN
000
$28.99
$0.00
COMBINATION
0.00
$29.76
$0.00
FINISHER
0.00
$25.72
$0.00
FOREMAN
0.00
$35.05
$0.00
LABORER
0.00
$24.72
$0.00
MECHANIC
0.00
$35.05
$0.00
OPERATOR (103)
0.00
$34.05
$0.00
OPERATOR (841)
0.00
$32.55
$0.00
OPERATOR OILER (103)
0.00
$29,91
$0.00
4A TECH
0.00
$24.72
$0.00
SUPERINTENDENT/PROJECT MANAGER
0.00
$44.05
$0.00
TEAMSTER
0.00
$28.41
$0.00
FRINGES
TOTAL LABOR $0.00 (2)
FICA 7.50 % x LINE (2) $0.00 (3)
EMPLOYEE
HOURS
% x UNE (2)
RATE
EXTENSION
CARPENTER
0.00
X
$21.25 =
$0.00
CARPENTER FOREMAN
D.00
x
$21.25 =
$0.00
COMBINATION
D.00
X
$14.91 =
$0.00
FINISHER
0.00
x
$13.96 =
$0.00
FOREMAN
0.00
X
$17.66 =
$0.00
LABORER
000
X
$13.96 =
$0.00
MECHANIC
0.00
x
$17.68 =
$0.00
OPERATOR (103)
000
x
$17.86 -
$0.00
OPERATOR (841)
0.00
x
$20.51 =
$0.00
OPERATOR OILER (103)
0.00
x
$17.66 =
$0.00
OATECH
0.00
x
$13.98 =
$0.00
SUPERINTENDENTIPROJECT MAN
0 00
X
$17.661
$0,00
TEAMSTER 1
0.00
x
$14.911
$0.00
TOTAL FRINGES $0.00 (4)
WORKERS COMPENSATION
5:72
% x UNE (2)
$0.00 (5)
BODILY INJURY/ PROPERTY DAMAGE INSURANCE
5.80
% X UNE (2)
$0.00 (6)
STATE UNEMPLOYMENT
3:55
% X UNE (2)
$0.00 (7)
FEDERAL UNEMPLOYMENT
0.40
% X LINE (2)
$0.00 (5)
TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3) $0.00 (9)
TOTAL LINES 2, 3, 4.5.6, 7, 8 S 9 $0.00(10)
20%xLINE (10) $0.00(11)
GRAND TOTAL LABOR LINES (10) + (11) $0.00112)
Page 1 of 2
MATERIAL 109.05 fbK31
Purchased or
Manufactured Descnutlon Quantity UNI Unit Price
Exlensflon
S
i
s
s
s
s
s
s
s
s
s
s
MATERIALS PURCHASED
MATERIALS MANUFACTURED
TOTAL LINEIIBl+1t9)
12 % x LINE (20)
GRAND TOTAL FOR MATERIALS: LME (201+ (21)
$0.00 (ta)
$0.00 (1s)
$0.00 (20)
$0.00 (21)
$0.00 (22)
Equlpmeru 0 CONTRACTOR OWNED EOUIPMENT
FHWA HOURLY RATE HOURS
EXTENSION
50.00
50.00
$0.00
$0.00
$0.00
$0,00
$0.00
10.00
So.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
Woo
$0.00
$000
Trucking - Swgfq Time
fD.00
Tnuking • OwrTime
$0.00
40.001
Truckag - DoWe Time
$0.00
*U VVI
TOTAL EQUIPMENT
TOTAL TRUCKING
FUEL, LUBRICANTS AND TRANSPORTATION COSTS
TOTAL LINES (23) + (24) + (25)
12 % x LME (261
GRAND TOTAL FOR EOUIPMENT: LINES (26) + (27)
KIL-urks" ajL ' i , rr
$0.00 (23)
SU.UU (24)
(25)
0.00 (26)
(27)
00 (26)
TOTAL SUBCONTRACT WEEKENL74NG $1,050.00 (29)
10 % x LINE (30) 53.000.00 OR LESS $105.00 (31)
7 % x UNE (30) OVER 53,000.00 $0.00 (32)
GRAND TOTAL FOR SUBCONTRACTORS: LINES 130)+(31)+(32) $1,155.00 (33)
TOTAL OF WORK COMPLETED FOR THE WEEK
TOTAL LIDS (12).117), (22). (26) 6 (33) $1.155.00 (34)
0 .
% BOND RATE BASED UPON LME (34) $0.00 (35)
10 % x LINE (36) $0.00 (36)
TOTAL EXTRA WORK LINES: (34) + (35) + (36) $1.156.00 (37)
Page 2 of 2
6
..rare k,apl').Vve a„ I„ -d
POST OPI'ICE BOX 276 - INDIANAPOLIS, INDIANA 46206 • WWW.RIETHRtl,EY.COM
LETTER OF TRANSMITTAL
TO: Clark Dietz
8900 Keystone Crossing, Suite 900
Indianapolis, IN 46240
ATTN: Jason M. Buck
DATE:
7/27/17
Action Taken:
16 -ENG -39:10611 & Towne Rd. RAB
PROJECT:
Approved as Submitted
Letter
16 -ENG -53 -.116th & Towne Rd. RAB
JOB #:
3200698/699
RE:
Street Signs Per Carmel Standard
We Are Sending:
Submitted For:
Action Taken:
Shop Drawings
X Approval
Approved as Submitted
Letter
Your Use
Approved as Noted
Prints/Plans
As Requested
Returned After Loan
X Change Order
Review and Comment
Resubmit Copies
Samples
Submit Copies
Specifications
Sent Via. Email
Returned
Other:
X Attached
Returned for Corrections
Separate Cover Via:
Due Date:
Notes/Remarks:
Jason,
Rieth-Riley Construction Company, Inc. respectfully submits, for your approval, a price to install 2 EA, street signs per
Carmel Standards. Please note that $824.28 of material was incurred by Signal Construction, Inc. prior to the requested
change at 1060h & Towne Rd. SCI, also has incurred material cost at 11611, & Towne Rd of $824.28
TOTAL S'6N5 AL44-A0 PA1v h5 ?atCM cn/T914LT ---66,96&",
desr WILL- aL 5kFPAQ-Af" ! PLACt /A/ A,r-T-c�n+ir C. 0. 9 4 so
CC: 3200698 - Job File Signed:
John Tuddy - RR General Superintendent Michael Comp n - Project anager
Paul Ruschmeier - RR Superintendent
1751 W. MINNESMA - INDIANAPOLIS, INDIANA 46221 - TELEPHONE: (317) 634-5561 - PAX: (317) 631-6423
/�
J 'AN EQUA: UPf'OHIt?111Y EWIO*(1:R'
Conn !?uM,q . . ASSURANCE OF SK111 • IN MPITY • Rrispc*istB ury 0 1N CONSTROC-T16N
RIETH-RILEY CONSTRUCTION
EXTRA WORK AGREEMENT
DATE: 4127/17 Work Performed Work not completed to date.
CONTRACT: 16 -ENG -39 PROJECT. 106th & Towne Rd. Roundabout _
FORCE ACCOUNT/EXTRA WORK FOR: Installbon of 2 EA street signs per Camiel standards.
2 EA a. $2.607.65 = $5.215.30
LABOR 109.05 (b)(1)
HOURS
EMPLOYEE
Regular Overtime Doubletime TOTAL
RATE
EXTENSION
CARPENTER
0.00
$27.49
$0.00
CARPENTER FOREMAN
0.00
$28.99
$0.00
COMBINATION
0.00
$29.76
$0.00
FINISHER
0.00
$25.72
$0.00
FOREMAN
0.00
$3505
$0.00
LABORER
000
$24.72
$0.00
MECHANIC
000
$35.05
$0.00
OPERATOR (103)
0.00
$34,05
$0.00
OPERATOR (841)
0.00
$32.55
$0.00
OPERATOR OILER (103)
0.00
$29.91
$0.00
CA TECH
0.00
$24.72
$0.00
SUPERINTENDENT/PROJECT MANAGER
0.00
$44.05
$0.00
TEAMSTER
0.00 1
$28.41
$0.00
FRINGES
TOTAL LABOR $0.00 (2)
FICA 7.50 % x LINE (2) $0.00 (3)
EMPLOYEE
HOURS
% X LINE (2)
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
0.00
X
$17.66 =
$0.00
LABORER
0,00
X
$13.96 =
$0.00
MECHANIC
000
x
$17.66 =
$0.00
OPERATOR 003)
0.00
X
$17.66 =
$0.00
OPERATOR (841)
0.00
X
$20.51 =
$0.00
OPERATOR OILER (103)
0.00
$17.66 =
$0.00
CA TECH
0.00
_X
X
$13.96 =
$0.00
SUPERINTENDENT/PROJECT MAN
0.00
1 X
$17.661
$0.00
TEAMSTER 1
0.00
1 x 1
$14.911
$0.00
TOTAL FRINGES $0.00 (4)
WORKERS COMPENSATION
5.72
% X LINE (2)
$0.00 (5)
BODILY INJURY / PROPERTY DAMAGE INSURANCE
5.80
% X LINE (2)
$0.00 (6)
STATE UNEMPLOYMENT
3.85
% X LINE (2)
$0.00 (7)
FEDERAL UNEMPLOYMENT
0.40
% X LINE (2)
$0.00 (8)
TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3) $0.00 (9)
TOTAL LINES 2, 3 4, 5, 6, 7, 6 & 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
urcnasea or
Manufactured Description Quantity Unit Unit Price
Extenslion
s
3
a
s
s
s
s
s
s
s
s
s
MATERIALS PURCHASED
MATERIALS MANUFACTURED
TOTAL LINE(16)+(19)
12 %x LINE (20)
GRAND TOTAL FOR MATERIALS: LINE (20) + (21)
E(�UIPIdENT 109.05 fb)(4)
30.00 (ie)
$0 00 (19)
50.00 (20)
$0.00 (21)
50.00 (22)
Equlpm ant 0 COM.RACTOR OWNED EQUIPMENT
FHWA HOURLY RATE HOURS
EXTENSION
$0,00 (24)
50.00
$0.00
- -
$0.00
$0.00
-0.00 (27)
$0.00
$000
so.o0
$0.00
so.00
$0.00
50.E _ _
$0.00
50.00
$0.00
-
$0.00
x0.00
$0.00
$0.00
Tr1JCNing - SMaght Time
$0.00
Tn,cking -over Tine
$0.00
$0.00
Tnx;" - Double Time
W
SUBCONTRACTORS 109_05
TOTAL EQUIPMENT
$0.00 (23)
70TALTRUCKING
$0,00 (24)
FUEL, LUBRICANTS AND TRANSPORTATION COSTS
$0.00 (25)
TOTAL LINES (23) + (24) + (25)
0.00 (28)
_
12%xLVE (26)
-0.00 (27)
GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27)
(28)
$4.790.00
TOTAL SUBCONTRACT WEEK ENDING _ $4,790.00 (29)
10 % x LINE (30) 53,000.00 OR LESS $300.00 (31)
7 % x LINE (30) OVER $3.000.00 S 125.30 (32)
GRAND TOTAL FOR SUBCONTRACTORS: LINES (30) + (3 1) + (32) 55.215.30 (33)
TOTAL OF WORK COMPLETED FOR THE WEEK
TOTAL LINES (12), (17). (22),(28) & (33) -- $5,21530 (24)
% OF BONE) RATE BASED UPON LINE (34) $0.00 I'm
10 % x LINE (35) $000 p6l
TOTAL EXTRA WORK LINES: (34) + (35) + (36) $5.21530 (371
Page 2 of 2
City of Carmel Project 16 -ENG -39
106th Street and Towne Road RAB
CHANGE ORDER #1
Extra work and revisions to existing contract items for the proposed roundabout.
Contract Price prior to this Change Order $1,196,604.12
---- ---
Contract Price will be increased/decreased by this Change Order S17,572.73
New Contract Price including this Change Order $1,214,176.85
Amount Adjusted Contract Cumulative % Change
_ Price from Original Contract
Original Contract $1,196,604.12 N/A N/A
COI $17,572.73 $1,214,176.85 1.5%
Memo
To: Doug Haney, Corporation Counsel
From: Lisa Scott
CC: Jeremy Kashman
Date: 08/15/17
Re: C.O. #1 106th Street and Towne Road RAB Project #16 -ENG -39
Doug, please find attached 2 originals of same change orders for project #16 -ENG -39 106th St. and Towne RAB
Project. Please review & initial for the next BPW Meeting.
Change Order #1 - Original Contract Amount: $1,196,604.12 Increase: $17,572.73 New Contract Amount:
$1,214,176.85
Thank you,
Lisa Scott
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